diff --git a/inputFiles/phaseField/PhaseFieldFracture.ats b/inputFiles/phaseField/PhaseFieldFracture.ats
index 88b731578d3..44087dbea67 100644
--- a/inputFiles/phaseField/PhaseFieldFracture.ats
+++ b/inputFiles/phaseField/PhaseFieldFracture.ats
@@ -28,7 +28,7 @@ decks = [
         check_step=10,
         restartcheck_params=RestartcheckParameters(**restartcheck_params)),
     TestDeck(
-        name="PhaseFieldFracture_SpectralSplit",
+        name="PhaseFieldFracture_SpectralSplit_Cohesive",
         description=
         'Testing the spectral split of the stress tensor in PF Fracture',
         partitions=((1, 1, 1), (2, 2, 1)),
@@ -36,13 +36,37 @@ decks = [
         check_step=30,
         restartcheck_params=RestartcheckParameters(**restartcheck_params)),
     TestDeck(
-        name="PhaseFieldFracture_VolDevSplit",
+        name="PhaseFieldFracture_SpectralSplit_Brittle",
+        description=
+        'Testing the spectral split with the brittle degradation function in PF Fracture',
+        partitions=((1, 1, 1), (2, 2, 1)),
+        restart_step=15,
+        check_step=30,
+        restartcheck_params=RestartcheckParameters(**restartcheck_params)),
+    TestDeck(
+        name="PhaseFieldFracture_VolDevSplit_Brittle",
         description=
         'Testing the volumetric-deviatoric split of the stress tensor in PF Fracture',
         partitions=((1, 1, 1), (2, 2, 1)),
         restart_step=15,
         check_step=30,
         restartcheck_params=RestartcheckParameters(**restartcheck_params)),
+    TestDeck(
+        name="PhaseFieldFracture_VolDevSplit_Cohesive",
+        description=
+        'Testing the volumetric-deviatoric split with the cohesive degradation function in PF Fracture',
+        partitions=((1, 1, 1), (2, 2, 1)),
+        restart_step=15,
+        check_step=30,
+        restartcheck_params=RestartcheckParameters(**restartcheck_params)),
+    TestDeck(
+        name="PhaseFieldFracture_MultiRegion",
+        description=
+        'Testing PF Fracture on one region of a multi-region problem, with mechanics only elsewhere',
+        partitions=((1, 1, 1), (2, 2, 1)),
+        restart_step=10,
+        check_step=20,
+        restartcheck_params=RestartcheckParameters(**restartcheck_params)),
     TestDeck(name="PhaseFieldFracture_Nucleation_smoke",
              description='Testing the nucleation model for PF Fracture',
              partitions=((1, 1, 1), (2, 2, 1)),
diff --git a/inputFiles/phaseField/PhaseFieldFracture_CohesiveModel.xml b/inputFiles/phaseField/PhaseFieldFracture_CohesiveModel.xml
index 4a6716a4385..f389379e669 100644
--- a/inputFiles/phaseField/PhaseFieldFracture_CohesiveModel.xml
+++ b/inputFiles/phaseField/PhaseFieldFracture_CohesiveModel.xml
@@ -31,8 +31,6 @@
       name="DamageSolve"
       discretization="FE1"
       timeIntegrationOption="SteadyState"
-      fieldName="Damage"
-      localDissipation="Linear"
       logLevel="1"
       targetRegions="{ Region1 }">
       <NonlinearSolverParameters
@@ -119,14 +117,6 @@
                         objectPath="nodeManager"
                         scale="0"
                         setNames="{xneg, xpos, yneg, ypos, zneg, zpos}"/> -->
-    <FieldSpecification
-       name="Gc"
-       initialCondition="1"
-       setNames="{ all }"
-       objectPath="ElementRegions/Region1"
-       fieldName="shale_criticalFractureEnergy"
-       scale="2.7"/>
-
     <FieldSpecification
       name="xpos"
       objectPath="nodeManager"
@@ -167,25 +157,17 @@
       setNames="{ all }"/>
 
     <!-- <FieldSpecification name="pointSource"
-                        fieldName="Damage"
+                        fieldName="damage"
                         initialCondition="0"
                         objectPath="nodeManager"
                         scale="1"
                         setNames="{centerLine}"/> -->
     <!-- FieldSpecification name="pointSource2"
-                        fieldName="Damage"
+                        fieldName="damage"
                         initialCondition="0"
                         objectPath="nodeManager"
                         scale="0"
                         setNames="{xneg,xpos}"/> -->
-    <!-- <FieldSpecification name="diffusionCoeff"
-                        initialCondition="1"
-                        setNames="{all}"
-                        objectPath="ElementRegions"
-                        fieldName="coeffField"
-                        scale="2e3"
-                        functionName="f_b"
-                        /> -->
   </FieldSpecifications>
 
   <Functions>
diff --git a/inputFiles/phaseField/PhaseFieldFracture_DamageAndLoad.xml b/inputFiles/phaseField/PhaseFieldFracture_DamageAndLoad.xml
index fb852061229..c44d39d7e16 100644
--- a/inputFiles/phaseField/PhaseFieldFracture_DamageAndLoad.xml
+++ b/inputFiles/phaseField/PhaseFieldFracture_DamageAndLoad.xml
@@ -34,9 +34,6 @@
       name="DamageSolve"
       discretization="FE1"
       timeIntegrationOption="SteadyState"
-      fieldName="Damage"
-      
-      localDissipation="Quadratic"
       logLevel="1"
       targetRegions="{ Region1 }">
       <NonlinearSolverParameters
@@ -114,18 +111,11 @@
       defaultShearModulus="3.00e5"
       lengthScale="0.2"
       defaultCriticalFractureEnergy="2.7"
-      criticalStrainEnergy="0"/>
+      criticalStrainEnergy="0"
+      localDissipationOption="Quadratic"/>
   </Constitutive>
 
   <FieldSpecifications>
-    <FieldSpecification
-       name="Gc"
-       initialCondition="1"
-       setNames="{ all }"
-       objectPath="ElementRegions/Region1"
-       fieldName="shale_criticalFractureEnergy"
-       scale="2.7"/>
-
     <FieldSpecification
       name="xtraction"
       fieldName="totalDisplacement"
@@ -158,7 +148,7 @@
 
     <FieldSpecification
       name="pointSource"
-      fieldName="Damage"
+      fieldName="damage"
       objectPath="nodeManager"
       scale="1"
       setNames="{ middle }"/>
diff --git a/inputFiles/phaseField/PhaseFieldFracture_DamageOnly.xml b/inputFiles/phaseField/PhaseFieldFracture_DamageOnly.xml
index b22c9a2bec1..d27f9766902 100644
--- a/inputFiles/phaseField/PhaseFieldFracture_DamageOnly.xml
+++ b/inputFiles/phaseField/PhaseFieldFracture_DamageOnly.xml
@@ -34,9 +34,6 @@
       name="DamageSolve"
       discretization="FE1"
       timeIntegrationOption="SteadyState"
-      fieldName="Damage"
-      
-      localDissipation="Linear"
       logLevel="1"
       targetRegions="{ Region1 }">
       <NonlinearSolverParameters
@@ -120,14 +117,6 @@
   </Constitutive>
 
   <FieldSpecifications>
-    <FieldSpecification
-       name="Gc"
-       initialCondition="1"
-       setNames="{ all }"
-       objectPath="ElementRegions/Region1"
-       fieldName="shale_criticalFractureEnergy"
-       scale="2.7"/>
-
     <FieldSpecification
       name="xboundary"
       fieldName="totalDisplacement"
@@ -151,7 +140,7 @@
 
     <FieldSpecification
       name="pointSource"
-      fieldName="Damage"
+      fieldName="damage"
       objectPath="nodeManager"
       scale="1"
       setNames="{ centerPoint }"/>
diff --git a/inputFiles/phaseField/PhaseFieldFracture_VolDevSplit.xml b/inputFiles/phaseField/PhaseFieldFracture_DecompositionSplit_base.xml
similarity index 57%
rename from inputFiles/phaseField/PhaseFieldFracture_VolDevSplit.xml
rename to inputFiles/phaseField/PhaseFieldFracture_DecompositionSplit_base.xml
index 04d857ee72a..12c96767e79 100644
--- a/inputFiles/phaseField/PhaseFieldFracture_VolDevSplit.xml
+++ b/inputFiles/phaseField/PhaseFieldFracture_DecompositionSplit_base.xml
@@ -7,11 +7,11 @@
       name="PhaseFieldSolve"
       solidSolverName="SolidMechSolve"
       damageSolverName="DamageSolve"
-      logLevel="2"
+      logLevel="1"
       targetRegions="{ Region1 }">
       <NonlinearSolverParameters
         couplingType="Sequential"
-	lineSearchAction="None"  	  
+        lineSearchAction="None"
         newtonMaxIter="100"/>
     </PhaseFieldFracture>
 
@@ -32,9 +32,6 @@
       name="DamageSolve"
       discretization="FE1"
       timeIntegrationOption="SteadyState"
-      fieldName="Damage"
-      
-      localDissipation="Quadratic"
       logLevel="1"
       targetRegions="{ Region1 }">
       <NonlinearSolverParameters
@@ -73,37 +70,6 @@
       xMax="{  1.01, 1.01,  0.11 }"/>
   </Geometry>
 
-  <Events
-    maxTime="30.0">
-    <!-- <SoloEvent name="siloOutput0"
-               target="/Outputs/SiloOutput"/> -->
-    <!-- This event is applied every cycle, and overrides the
-    solver time-step request -->
-    <PeriodicEvent
-      name="solverApplications"
-      forceDt="1.0"
-      target="/Solvers/PhaseFieldSolve"/>
-
-    <!-- This event is applied every 1.0s.  The targetExactTimestep
-    flag allows this event to request a dt modification to match an
-    integer multiple of the timeFrequency. -->
-    <PeriodicEvent
-      name="vtkOutput"
-      timeFrequency="1.0"
-      target="/Outputs/Mode2VolDev_VTKOutput"/>
-
-    <PeriodicEvent
-      name="siloOutputs"
-      timeFrequency="1.0"
-      target="/Outputs/Mode2VolDev_SiloOutput"/>
-
-    <PeriodicEvent
-      name="restarts"
-      timeFrequency="15.0"
-      targetExactTimestep="0"
-      target="/Outputs/restartOutput"/>
-  </Events>
-
   <NumericalMethods>
     <FiniteElements>
       <FiniteElementSpace
@@ -119,26 +85,7 @@
       materialList="{ shale }"/>
   </ElementRegions>
 
-  <Constitutive>
-    <DamageVolDevElasticIsotropic
-      name="shale"
-      defaultDensity="2700"
-      defaultBulkModulus="1.750e5"
-      defaultShearModulus="8.077e4"
-      lengthScale="0.25"
-      defaultCriticalFractureEnergy="54.0"
-      criticalStrainEnergy="14.88"/>
-  </Constitutive>
-
   <FieldSpecifications>
-    <FieldSpecification
-       name="Gc"
-       initialCondition="1"
-       setNames="{ all }"
-       objectPath="ElementRegions/Region1"
-       fieldName="shale_criticalFractureEnergy"
-       scale="54.0"/>
-    
     <FieldSpecification
       name="shearLoad"
       fieldName="totalDisplacement"
@@ -178,22 +125,4 @@
       values="{ -1, 100 }"/>
   </Functions>
 
-  <Outputs>
-    <Silo
-      name="Mode2VolDev_SiloOutput"/>
-
-    <VTK
-      name="Mode2VolDev_VTKOutput"
-      plotFileRoot="plot"/>
-
-    <Restart
-      name="restartOutput"/>
-  </Outputs>
-
-  <!-- <Geometry> -->
-  <!--   <Box name="bottom" xMin="{-0.51, -0.51, -0.01" xMax="0.51, -0.49, +0.11"/> -->
-  <!--   <Box name="top" xMin="{-0.51, 0.49, -0.01" xMax="0.51, 0.51, +0.11"/> -->
-  <!--   <Box name="left" xMin="{-0.51, -0.51, -0.01" xMax="-0.49, 0.51, +0.11"/> -->
-  <!--   <Box name="right" xMin="0.49, -0.51, -0.01" xMax="0.51, 0.51, +0.11"/> -->
-  <!-- </Geometry> -->
-</Problem>
+</Problem>
\ No newline at end of file
diff --git a/inputFiles/phaseField/PhaseFieldFracture_MultiRegion.xml b/inputFiles/phaseField/PhaseFieldFracture_MultiRegion.xml
new file mode 100644
index 00000000000..7d738999fff
--- /dev/null
+++ b/inputFiles/phaseField/PhaseFieldFracture_MultiRegion.xml
@@ -0,0 +1,190 @@
+<?xml version="1.0" ?>
+
+<!-- Mode-I notched plate split in y into ElasticBottom | DamageRegion | ElasticTop.
+     Mechanics is solved on all three regions, phase-field damage only on the
+     middle strip, which contains the expected crack path. The coupled solver
+     must target the damage region only. -->
+
+<Problem>
+  <Solvers
+    gravityVector="{ 0.0, 0.0, 0.0 }">
+    <PhaseFieldFracture
+      name="PhaseFieldSolve"
+      solidSolverName="SolidMechSolve"
+      damageSolverName="DamageSolve"
+      logLevel="1"
+      targetRegions="{ DamageRegion }">
+      <NonlinearSolverParameters
+        couplingType="Sequential"
+        lineSearchAction="None"
+        newtonMaxIter="50"/>
+      <LinearSolverParameters
+        directParallel="0"/>
+    </PhaseFieldFracture>
+
+    <SolidMechanicsLagrangianFEM
+      name="SolidMechSolve"
+      logLevel="1"
+      discretization="FE1"
+      targetRegions="{ ElasticBottom, DamageRegion, ElasticTop }">
+      <NonlinearSolverParameters
+        newtonMaxIter="50"
+        newtonTol="1.0e-8"/>
+      <LinearSolverParameters
+        directParallel="0"/>
+    </SolidMechanicsLagrangianFEM>
+
+    <PhaseFieldDamageFEM
+      name="DamageSolve"
+      discretization="FE1"
+      timeIntegrationOption="SteadyState"
+      logLevel="1"
+      targetRegions="{ DamageRegion }">
+      <NonlinearSolverParameters
+        newtonMaxIter="50"
+        newtonTol="1.0e-10"/>
+      <LinearSolverParameters
+        directParallel="0"/>
+    </PhaseFieldDamageFEM>
+  </Solvers>
+
+  <Mesh>
+    <InternalMesh
+      name="mesh1"
+      elementTypes="{ C3D8 }"
+      xCoords="{ 0, 1 }"
+      yCoords="{ 0, 0.25, 0.75, 1 }"
+      zCoords="{ 0, 0.05 }"
+      nx="{ 40 }"
+      ny="{ 5, 20, 5 }"
+      nz="{ 1 }"
+      cellBlockNames="{ cbBottom, cbMid, cbTop }"/>
+  </Mesh>
+
+  <Geometry>
+    <!-- pre-notch, must lie strictly inside DamageRegion -->
+    <Box
+      name="notch"
+      xMin="{ -0.01, 0.49, -0.01 }"
+      xMax="{ 0.51, 0.51, 0.06 }"/>
+  </Geometry>
+
+  <Events
+    maxTime="20.0">
+    <PeriodicEvent
+      name="solverApplications"
+      forceDt="1.0"
+      target="/Solvers/PhaseFieldSolve"/>
+
+    <PeriodicEvent
+      name="vtkOutput"
+      timeFrequency="2.0"
+      target="/Outputs/MultiRegion_VTKOutput"/>
+
+    <PeriodicEvent
+      name="restarts"
+      timeFrequency="10.0"
+      targetExactTimestep="0"
+      target="/Outputs/restartOutput"/>
+  </Events>
+
+  <NumericalMethods>
+    <FiniteElements>
+      <FiniteElementSpace
+        name="FE1"
+        order="1"/>
+    </FiniteElements>
+  </NumericalMethods>
+
+  <ElementRegions>
+    <CellElementRegion
+      name="ElasticBottom"
+      cellBlocks="{ cbBottom }"
+      materialList="{ elasticRock }"/>
+
+    <CellElementRegion
+      name="DamageRegion"
+      cellBlocks="{ cbMid }"
+      materialList="{ damageRock }"/>
+
+    <CellElementRegion
+      name="ElasticTop"
+      cellBlocks="{ cbTop }"
+      materialList="{ elasticRock }"/>
+  </ElementRegions>
+
+  <Constitutive>
+    <DamageSpectralElasticIsotropic
+      name="damageRock"
+      defaultDensity="2700"
+      defaultBulkModulus="1.750e5"
+      defaultShearModulus="8.077e4"
+      lengthScale="0.05"
+      defaultCriticalFractureEnergy="2.7"
+      criticalStrainEnergy="0"
+      fractureModelType="Brittle"
+      localDissipationOption="Linear"/>
+
+    <ElasticIsotropic
+      name="elasticRock"
+      defaultDensity="2700"
+      defaultBulkModulus="1.750e5"
+      defaultShearModulus="8.077e4"/>
+  </Constitutive>
+
+  <FieldSpecifications>
+    <FieldSpecification
+      name="ytraction"
+      fieldName="totalDisplacement"
+      component="1"
+      objectPath="nodeManager"
+      scale="1.0"
+      functionName="f_b"
+      setNames="{ ypos }"/>
+
+    <FieldSpecification
+      name="yfix"
+      fieldName="totalDisplacement"
+      component="1"
+      objectPath="nodeManager"
+      setNames="{ yneg }"/>
+
+    <FieldSpecification
+      name="xfix"
+      fieldName="totalDisplacement"
+      component="0"
+      objectPath="nodeManager"
+      setNames="{ yneg }"/>
+
+    <FieldSpecification
+      name="zfix"
+      fieldName="totalDisplacement"
+      component="2"
+      objectPath="nodeManager"
+      setNames="{ all }"/>
+
+    <FieldSpecification
+      name="initialNotch"
+      fieldName="damage"
+      objectPath="nodeManager"
+      scale="1"
+      setNames="{ notch }"/>
+  </FieldSpecifications>
+
+  <Functions>
+    <TableFunction
+      name="f_b"
+      inputVarNames="{ time }"
+      coordinates="{ 0, 20 }"
+      values="{ 0, 1.5e-2 }"/>
+  </Functions>
+
+  <Outputs>
+    <VTK
+      name="MultiRegion_VTKOutput"
+      plotFileRoot="plot"/>
+
+    <Restart
+      name="restartOutput"/>
+  </Outputs>
+</Problem>
diff --git a/inputFiles/phaseField/PhaseFieldFracture_Nucleation_base.xml b/inputFiles/phaseField/PhaseFieldFracture_Nucleation_base.xml
index 791cf4b0f52..51e5685fc67 100644
--- a/inputFiles/phaseField/PhaseFieldFracture_Nucleation_base.xml
+++ b/inputFiles/phaseField/PhaseFieldFracture_Nucleation_base.xml
@@ -34,9 +34,6 @@
       name="DamageSolve"
       discretization="FE1"
       timeIntegrationOption="SteadyState"
-      fieldName="Damage"
-      
-      localDissipation="Linear"
       irreversibilityFlag="1"
       damageUpperBound="1.0"
       logLevel="1"
diff --git a/inputFiles/phaseField/PhaseFieldFracture_Nucleation_benchmark.xml b/inputFiles/phaseField/PhaseFieldFracture_Nucleation_benchmark.xml
index 815c858c769..691317aa71f 100644
--- a/inputFiles/phaseField/PhaseFieldFracture_Nucleation_benchmark.xml
+++ b/inputFiles/phaseField/PhaseFieldFracture_Nucleation_benchmark.xml
@@ -58,45 +58,13 @@
       lengthScale="0.2"
       defaultCriticalFractureEnergy="9.1e-2"
       criticalStrainEnergy="0"
-      extDrivingForceFlag="1"
+      fractureModelType="Nucleation"
       defaultTensileStrength="27.0"
       defaultCompressiveStrength="77.0"
       defaultDeltaCoefficient="3.22"/>
   </Constitutive>
 
   <FieldSpecifications>
-    <FieldSpecification
-       name="Gc"
-       initialCondition="1"
-       setNames="{ all }"
-       objectPath="ElementRegions/Region1"
-       fieldName="rock_criticalFractureEnergy"
-       scale="9.1e-2"/>
-
-    <FieldSpecification
-      name="tensileStrength"
-      initialCondition="1"
-      setNames="{ all }"
-      objectPath="ElementRegions/Region1"
-      fieldName="rock_tensileStrength"
-      scale="27.0"/>
-
-    <FieldSpecification
-      name="compressiveStrength"
-      initialCondition="1"
-      setNames="{ all }"
-      objectPath="ElementRegions/Region1"
-      fieldName="rock_compressiveStrength"
-      scale="77.0"/>
-
-    <FieldSpecification
-      name="deltaCoefficient"
-      initialCondition="1"
-      setNames="{ all }"
-      objectPath="ElementRegions/Region1"
-      fieldName="rock_deltaCoefficient"
-      scale="3.22"/>
-
     <FieldSpecification
       name="yPosDisp"
       fieldName="totalDisplacement"
diff --git a/inputFiles/phaseField/PhaseFieldFracture_Nucleation_calibration.xml b/inputFiles/phaseField/PhaseFieldFracture_Nucleation_calibration.xml
index 43c39532410..f20f575ce3f 100644
--- a/inputFiles/phaseField/PhaseFieldFracture_Nucleation_calibration.xml
+++ b/inputFiles/phaseField/PhaseFieldFracture_Nucleation_calibration.xml
@@ -58,45 +58,13 @@
       lengthScale="0.4"
       defaultCriticalFractureEnergy="4e-3"
       criticalStrainEnergy="0"
-      extDrivingForceFlag="1"
+      fractureModelType="Nucleation"
       defaultTensileStrength="5.0"
       defaultCompressiveStrength="40.0"
       defaultDeltaCoefficient="0.0"/>
   </Constitutive>
 
   <FieldSpecifications>
-    <FieldSpecification
-       name="Gc"
-       initialCondition="1"
-       setNames="{ all }"
-       objectPath="ElementRegions/Region1"
-       fieldName="rock_criticalFractureEnergy"
-       scale="4e-3"/>
-
-    <FieldSpecification
-      name="tensileStrength"
-      initialCondition="1"
-      setNames="{ all }"
-      objectPath="ElementRegions/Region1"
-      fieldName="rock_tensileStrength"
-      scale="5.0"/>
-
-    <FieldSpecification
-      name="compressiveStrength"
-      initialCondition="1"
-      setNames="{ all }"
-      objectPath="ElementRegions/Region1"
-      fieldName="rock_compressiveStrength"
-      scale="40"/>
-
-    <FieldSpecification
-      name="deltaCoefficient"
-      initialCondition="1"
-      setNames="{ all }"
-      objectPath="ElementRegions/Region1"
-      fieldName="rock_deltaCoefficient"
-      scale="0.0"/>
-
     <Traction
       name="topTraction"
       objectPath="faceManager"
diff --git a/inputFiles/phaseField/PhaseFieldFracture_Nucleation_smoke.xml b/inputFiles/phaseField/PhaseFieldFracture_Nucleation_smoke.xml
index 083819e314a..b89c145a058 100644
--- a/inputFiles/phaseField/PhaseFieldFracture_Nucleation_smoke.xml
+++ b/inputFiles/phaseField/PhaseFieldFracture_Nucleation_smoke.xml
@@ -34,9 +34,6 @@
       name="DamageSolve"
       discretization="FE1"
       timeIntegrationOption="SteadyState"
-      fieldName="Damage"
-      
-      localDissipation="Linear"
       irreversibilityFlag="1"
       damageUpperBound="1.0"
       logLevel="1"
@@ -111,45 +108,13 @@
       lengthScale="0.001"
       defaultCriticalFractureEnergy="91"
       criticalStrainEnergy="0"
-      extDrivingForceFlag="1"
+      fractureModelType="Nucleation"
       defaultTensileStrength="27e6"
       defaultCompressiveStrength="77e6"
       defaultDeltaCoefficient="0.0"/>
   </Constitutive>
 
   <FieldSpecifications>
-    <FieldSpecification
-       name="Gc"
-       initialCondition="1"
-       setNames="{ all }"
-       objectPath="ElementRegions/Region1"
-       fieldName="rock_criticalFractureEnergy"
-       scale="91"/>
-
-    <FieldSpecification
-      name="tensileStrength"
-      initialCondition="1"
-      setNames="{ all }"
-      objectPath="ElementRegions/Region1"
-      fieldName="rock_tensileStrength"
-      scale="27e6"/>
-
-    <FieldSpecification
-      name="compressiveStrength"
-      initialCondition="1"
-      setNames="{ all }"
-      objectPath="ElementRegions/Region1"
-      fieldName="rock_compressiveStrength"
-      scale="77e6"/>
-
-    <FieldSpecification
-      name="deltaCoefficient"
-      initialCondition="1"
-      setNames="{ all }"
-      objectPath="ElementRegions/Region1"
-      fieldName="rock_deltaCoefficient"
-      scale="0.0"/>
-
     <FieldSpecification
       name="xtraction"
       fieldName="totalDisplacement"
@@ -182,7 +147,7 @@
 
     <FieldSpecification
       name="pointSource"
-      fieldName="Damage"
+      fieldName="damage"
       objectPath="nodeManager"
       scale="1"
       setNames="{ middle }"/>
diff --git a/inputFiles/phaseField/PhaseFieldFracture_SpectralSplit.xml b/inputFiles/phaseField/PhaseFieldFracture_SpectralSplit.xml
deleted file mode 100644
index e0efbc3ba00..00000000000
--- a/inputFiles/phaseField/PhaseFieldFracture_SpectralSplit.xml
+++ /dev/null
@@ -1,207 +0,0 @@
-<?xml version="1.0" ?>
-
-<Problem>
-  <Solvers
-    gravityVector="{ 0.0, 0.0, 0.0 }">
-    <PhaseFieldFracture
-      name="PhaseFieldSolve"
-      solidSolverName="SolidMechSolve"
-      damageSolverName="DamageSolve"
-      logLevel="1"
-      targetRegions="{ Region1 }">
-      <NonlinearSolverParameters
-        couplingType="Sequential"
-	lineSearchAction="None"  	  
-        newtonMaxIter="100"/>
-    </PhaseFieldFracture>
-
-    <SolidMechanicsLagrangianFEM
-      name="SolidMechSolve"
-      logLevel="1"
-      discretization="FE1"
-      targetRegions="{ Region1 }"
-      >
-      <NonlinearSolverParameters
-        newtonMaxIter="200"
-        newtonTol="1.0e-12"/>
-      <LinearSolverParameters
-        directParallel="0"/>
-    </SolidMechanicsLagrangianFEM>
-
-    <PhaseFieldDamageFEM
-      name="DamageSolve"
-      discretization="FE1"
-      timeIntegrationOption="SteadyState"
-      fieldName="Damage"
-      
-      localDissipation="Linear"
-      logLevel="1"
-      targetRegions="{ Region1 }">
-      <NonlinearSolverParameters
-        newtonMaxIter="200"
-        newtonTol="1.0e-12"/>
-      <LinearSolverParameters
-        directParallel="0"/>
-    </PhaseFieldDamageFEM>
-  </Solvers>
-
-  <Mesh>
-    <VTKMesh
-      name="Mode2Notched"
-      file="notchedMesh.vtk"/>
-  </Mesh>
-
-  <Geometry>
-    <Box
-      name="top"
-      xMin="{ -0.01,  0.99, -0.01 }"
-      xMax="{  1.01,  1.01,  0.11 }"/>
-
-    <Box
-      name="bottom"
-      xMin="{ -0.01, -0.01, -0.01 }"
-      xMax="{  1.01,  0.01,  0.11 }"/>
-
-    <Box
-      name="left"
-      xMin="{ -0.01, -0.01, -0.01 }"
-      xMax="{  0.01,  1.01,  0.11 }"/>
-
-    <Box
-      name="right"
-      xMin="{  0.99, -0.01, -0.01 }"
-      xMax="{  1.01, 1.01,  0.11 }"/>
-  </Geometry>
-
-  <Events
-    maxTime="30.0">
-    <!-- <SoloEvent name="siloOutput0"
-               target="/Outputs/SiloOutput"/> -->
-    <!-- This event is applied every cycle, and overrides the
-    solver time-step request -->
-    <PeriodicEvent
-      name="solverApplications"
-      forceDt="1.0"
-      target="/Solvers/PhaseFieldSolve"/>
-
-    <!-- This event is applied every 1.0s.  The targetExactTimestep
-    flag allows this event to request a dt modification to match an
-    integer multiple of the timeFrequency. -->
-    <PeriodicEvent
-      name="vtkOutput"
-      timeFrequency="1.0"
-      target="/Outputs/Mode2Spectral_VTKOutput"/>
-
-    <PeriodicEvent
-      name="siloOutputs"
-      timeFrequency="1.0"
-      target="/Outputs/Mode2Spectral_SiloOutput"/>
-
-    <PeriodicEvent
-      name="restarts"
-      timeFrequency="15.0"
-      targetExactTimestep="0"
-      target="/Outputs/restartOutput"/>
-  </Events>
-
-  <NumericalMethods>
-    <FiniteElements>
-      <FiniteElementSpace
-        name="FE1"
-        order="1"/>
-    </FiniteElements>
-  </NumericalMethods>
-
-  <ElementRegions>
-    <CellElementRegion
-      name="Region1"
-      cellBlocks="{ * }"
-      materialList="{ shale }"/>
-  </ElementRegions>
-
-  <Constitutive>
-    <DamageSpectralElasticIsotropic
-      name="shale"
-      defaultDensity="2700"
-      defaultBulkModulus="1.750e5"
-      defaultShearModulus="8.077e4"
-      lengthScale="0.25"
-      defaultCriticalFractureEnergy="54.0"
-      criticalStrainEnergy="14.88"/>
-  </Constitutive>
-
-  <FieldSpecifications>
-    <FieldSpecification
-       name="Gc"
-       initialCondition="1"
-       setNames="{ all }"
-       objectPath="ElementRegions/Region1"
-       fieldName="shale_criticalFractureEnergy"
-       scale="54.0"/>
-       
-    <FieldSpecification
-      name="shearLoad"
-      fieldName="totalDisplacement"
-      component="0"
-      objectPath="nodeManager"
-      scale="1.00e-3"
-      functionName="f_b"
-      setNames="{ top }"/>
-
-    <FieldSpecification
-      name="fixedY"
-      fieldName="totalDisplacement"
-      component="1"
-      objectPath="nodeManager"
-      setNames="{ top, bottom, left, right }"/>
-
-    <FieldSpecification
-      name="fixedX"
-      fieldName="totalDisplacement"
-      component="0"
-      objectPath="nodeManager"
-      setNames="{ bottom }"/>
-
-    <FieldSpecification
-      name="fixedZ"
-      fieldName="totalDisplacement"
-      component="2"
-      objectPath="nodeManager"
-      setNames="{ top, bottom, left, right }"/>
-
-    <!-- <FieldSpecification name="initialCrack" -->
-    <!--                     fieldName="Damage" -->
-    <!--                     component="0" -->
-    <!--                     objectPath="nodeManager" -->
-    <!--                     scale="1" -->
-    <!--                     setNames="{crack}"/> -->
-  </FieldSpecifications>
-
-  <Functions>
-    <TableFunction
-      name="f_b"
-      inputVarNames="{ time }"
-      coordinates="{ 0, 101 }"
-      values="{ -1, 100 }"/>
-  </Functions>
-
-  <Outputs>
-    <Silo
-      name="Mode2Spectral_SiloOutput"/>
-
-    <VTK
-      name="Mode2Spectral_VTKOutput"
-      plotFileRoot="plot"/>
-
-    <Restart
-      name="restartOutput"/>
-  </Outputs>
-
-  <!-- <Geometry> -->
-  <!--   <Box name="bottom" xMin="{-0.01, -0.01, -0.01}" xMax="{1.01, 0.01, +0.11}"/> -->
-  <!--   <Box name="top" xMin="{-0.01, 0.99, -0.01}" xMax="{1.01, 1.01, +0.11}"/> -->
-  <!--   <Box name="left" xMin="{-0.01, -0.01, -0.01}" xMax="0.01, 1.01, +0.11}"/> -->
-  <!--   <Box name="right" xMin="0.99, -0.01, -0.01}" xMax="{1.01, 1.01, +0.11}"/> -->
-  <!--   <Box name="crack" xMin="{-0.01, 0.39, -0.01}" xMax="0.51, 0.61, +0.11}"/> -->
-  <!-- </Geometry> -->
-</Problem>
diff --git a/inputFiles/phaseField/PhaseFieldFracture_SpectralSplit_Brittle.xml b/inputFiles/phaseField/PhaseFieldFracture_SpectralSplit_Brittle.xml
new file mode 100644
index 00000000000..550f11d18c6
--- /dev/null
+++ b/inputFiles/phaseField/PhaseFieldFracture_SpectralSplit_Brittle.xml
@@ -0,0 +1,61 @@
+<?xml version="1.0" ?>
+
+<Problem>
+  <Included>
+    <File name="./PhaseFieldFracture_DecompositionSplit_base.xml"/>
+  </Included>
+
+  <Events
+    maxTime="30.0">
+    <!-- This event is applied every cycle, and overrides the
+    solver time-step request -->
+    <PeriodicEvent
+      name="solverApplications"
+      forceDt="1.0"
+      target="/Solvers/PhaseFieldSolve"/>
+
+    <!-- This event is applied every 1.0s.  The targetExactTimestep
+    flag allows this event to request a dt modification to match an
+    integer multiple of the timeFrequency. -->
+    <PeriodicEvent
+      name="vtkOutput"
+      timeFrequency="1.0"
+      target="/Outputs/Mode2SpectralBrittle_VTKOutput"/>
+
+    <PeriodicEvent
+      name="siloOutputs"
+      timeFrequency="1.0"
+      target="/Outputs/Mode2SpectralBrittle_SiloOutput"/>
+
+    <PeriodicEvent
+      name="restarts"
+      timeFrequency="15.0"
+      targetExactTimestep="0"
+      target="/Outputs/restartOutput"/>
+  </Events>
+
+  <Constitutive>
+    <DamageSpectralElasticIsotropic
+      name="shale"
+      defaultDensity="2700"
+      defaultBulkModulus="1.750e5"
+      defaultShearModulus="8.077e4"
+      lengthScale="0.25"
+      defaultCriticalFractureEnergy="54.0"
+      criticalStrainEnergy="0"
+      fractureModelType="Brittle"
+      localDissipationOption="Quadratic"/>
+  </Constitutive>
+
+  <Outputs>
+    <Silo
+      name="Mode2SpectralBrittle_SiloOutput"/>
+
+    <VTK
+      name="Mode2SpectralBrittle_VTKOutput"
+      plotFileRoot="plot"/>
+
+    <Restart
+      name="restartOutput"/>
+  </Outputs>
+</Problem>
diff --git a/inputFiles/phaseField/PhaseFieldFracture_SpectralSplit_Cohesive.xml b/inputFiles/phaseField/PhaseFieldFracture_SpectralSplit_Cohesive.xml
new file mode 100644
index 00000000000..b2a6c77a889
--- /dev/null
+++ b/inputFiles/phaseField/PhaseFieldFracture_SpectralSplit_Cohesive.xml
@@ -0,0 +1,59 @@
+<?xml version="1.0" ?>
+
+<Problem>
+  <Included>
+    <File name="./PhaseFieldFracture_DecompositionSplit_base.xml"/>
+  </Included>
+
+  <Events
+    maxTime="30.0">
+    <!-- This event is applied every cycle, and overrides the
+    solver time-step request -->
+    <PeriodicEvent
+      name="solverApplications"
+      forceDt="1.0"
+      target="/Solvers/PhaseFieldSolve"/>
+
+    <!-- This event is applied every 1.0s.  The targetExactTimestep
+    flag allows this event to request a dt modification to match an
+    integer multiple of the timeFrequency. -->
+    <PeriodicEvent
+      name="vtkOutput"
+      timeFrequency="1.0"
+      target="/Outputs/Mode2Spectral_VTKOutput"/>
+
+    <PeriodicEvent
+      name="siloOutputs"
+      timeFrequency="1.0"
+      target="/Outputs/Mode2Spectral_SiloOutput"/>
+
+    <PeriodicEvent
+      name="restarts"
+      timeFrequency="15.0"
+      targetExactTimestep="0"
+      target="/Outputs/restartOutput"/>
+  </Events>
+
+  <Constitutive>
+    <DamageSpectralElasticIsotropic
+      name="shale"
+      defaultDensity="2700"
+      defaultBulkModulus="1.750e5"
+      defaultShearModulus="8.077e4"
+      lengthScale="0.25"
+      defaultCriticalFractureEnergy="54.0"
+      criticalStrainEnergy="14.88"/>
+  </Constitutive>
+
+  <Outputs>
+    <Silo
+      name="Mode2Spectral_SiloOutput"/>
+
+    <VTK
+      name="Mode2Spectral_VTKOutput"
+      plotFileRoot="plot"/>
+
+    <Restart
+      name="restartOutput"/>
+  </Outputs>
+</Problem>
diff --git a/inputFiles/phaseField/PhaseFieldFracture_VolDevSplit_Brittle.xml b/inputFiles/phaseField/PhaseFieldFracture_VolDevSplit_Brittle.xml
new file mode 100644
index 00000000000..0b14aa0f029
--- /dev/null
+++ b/inputFiles/phaseField/PhaseFieldFracture_VolDevSplit_Brittle.xml
@@ -0,0 +1,60 @@
+<?xml version="1.0" ?>
+
+<Problem>
+  <Included>
+    <File name="./PhaseFieldFracture_DecompositionSplit_base.xml"/>
+  </Included>
+
+  <Events
+    maxTime="30.0">
+    <!-- This event is applied every cycle, and overrides the
+    solver time-step request -->
+    <PeriodicEvent
+      name="solverApplications"
+      forceDt="1.0"
+      target="/Solvers/PhaseFieldSolve"/>
+
+    <!-- This event is applied every 1.0s.  The targetExactTimestep
+    flag allows this event to request a dt modification to match an
+    integer multiple of the timeFrequency. -->
+    <PeriodicEvent
+      name="vtkOutput"
+      timeFrequency="1.0"
+      target="/Outputs/Mode2VolDev_VTKOutput"/>
+
+    <PeriodicEvent
+      name="siloOutputs"
+      timeFrequency="1.0"
+      target="/Outputs/Mode2VolDev_SiloOutput"/>
+
+    <PeriodicEvent
+      name="restarts"
+      timeFrequency="15.0"
+      targetExactTimestep="0"
+      target="/Outputs/restartOutput"/>
+  </Events>
+
+  <Constitutive>
+    <DamageVolDevElasticIsotropic
+      name="shale"
+      defaultDensity="2700"
+      defaultBulkModulus="1.750e5"
+      defaultShearModulus="8.077e4"
+      lengthScale="0.25"
+      defaultCriticalFractureEnergy="54.0"
+      criticalStrainEnergy="0"
+      localDissipationOption="Quadratic"/>
+  </Constitutive>
+
+  <Outputs>
+    <Silo
+      name="Mode2VolDev_SiloOutput"/>
+
+    <VTK
+      name="Mode2VolDev_VTKOutput"
+      plotFileRoot="plot"/>
+
+    <Restart
+      name="restartOutput"/>
+  </Outputs>
+</Problem>
diff --git a/inputFiles/phaseField/PhaseFieldFracture_VolDevSplit_Cohesive.xml b/inputFiles/phaseField/PhaseFieldFracture_VolDevSplit_Cohesive.xml
new file mode 100644
index 00000000000..441abc768c7
--- /dev/null
+++ b/inputFiles/phaseField/PhaseFieldFracture_VolDevSplit_Cohesive.xml
@@ -0,0 +1,60 @@
+<?xml version="1.0" ?>
+
+<Problem>
+  <Included>
+    <File name="./PhaseFieldFracture_DecompositionSplit_base.xml"/>
+  </Included>
+
+  <Events
+    maxTime="30.0">
+    <!-- This event is applied every cycle, and overrides the
+    solver time-step request -->
+    <PeriodicEvent
+      name="solverApplications"
+      forceDt="1.0"
+      target="/Solvers/PhaseFieldSolve"/>
+
+    <!-- This event is applied every 1.0s.  The targetExactTimestep
+    flag allows this event to request a dt modification to match an
+    integer multiple of the timeFrequency. -->
+    <PeriodicEvent
+      name="vtkOutput"
+      timeFrequency="1.0"
+      target="/Outputs/Mode2VolDevCohesive_VTKOutput"/>
+
+    <PeriodicEvent
+      name="siloOutputs"
+      timeFrequency="1.0"
+      target="/Outputs/Mode2VolDevCohesive_SiloOutput"/>
+
+    <PeriodicEvent
+      name="restarts"
+      timeFrequency="15.0"
+      targetExactTimestep="0"
+      target="/Outputs/restartOutput"/>
+  </Events>
+
+  <Constitutive>
+    <DamageVolDevElasticIsotropic
+      name="shale"
+      defaultDensity="2700"
+      defaultBulkModulus="1.750e5"
+      defaultShearModulus="8.077e4"
+      lengthScale="0.25"
+      defaultCriticalFractureEnergy="54.0"
+      criticalStrainEnergy="14.88"
+      fractureModelType="Cohesive"/>
+  </Constitutive>
+
+  <Outputs>
+    <Silo
+      name="Mode2VolDevCohesive_SiloOutput"/>
+
+    <VTK
+      name="Mode2VolDevCohesive_VTKOutput"
+      plotFileRoot="plot"/>
+
+    <Restart
+      name="restartOutput"/>
+  </Outputs>
+</Problem>
diff --git a/inputFiles/phaseField/PhaseFieldPoromechanics_Nucleation_Injection.xml b/inputFiles/phaseField/PhaseFieldPoromechanics_Nucleation_Injection.xml
index 97d75c706b4..d6b68830ae6 100644
--- a/inputFiles/phaseField/PhaseFieldPoromechanics_Nucleation_Injection.xml
+++ b/inputFiles/phaseField/PhaseFieldPoromechanics_Nucleation_Injection.xml
@@ -40,8 +40,6 @@
       name="damageSolve"
       discretization="FE1"
       timeIntegrationOption="SteadyState"
-      fieldName="Damage"
-      localDissipation="Linear"
       irreversibilityFlag="1"
       damageUpperBound="1.0"
       fracturePressureTermFlag="1"
@@ -109,38 +107,6 @@
   </ElementRegions>
 
   <FieldSpecifications>   
-    <FieldSpecification
-       name="Gc"
-       initialCondition="1"
-       setNames="{ all }"
-       objectPath="ElementRegions/Region1"
-       fieldName="rockSolid_criticalFractureEnergy"
-       scale="4e-3"/>
-
-    <FieldSpecification
-      name="tensileStrength"
-      initialCondition="1"
-      setNames="{ all }"
-      objectPath="ElementRegions/Region1"
-      fieldName="rockSolid_tensileStrength"
-      scale="5.5"/>
-
-    <FieldSpecification
-      name="compressiveStrength"
-      initialCondition="1"
-      setNames="{ all }"
-      objectPath="ElementRegions/Region1"
-      fieldName="rockSolid_compressiveStrength"
-      scale="40.0"/>
-
-    <FieldSpecification
-      name="deltaCoefficient"
-      initialCondition="1"
-      setNames="{ all }"
-      objectPath="ElementRegions/Region1"
-      fieldName="rockSolid_deltaCoefficient"
-      scale="3.31"/>
-
     <FieldSpecification 
       name="initialPressure"
       initialCondition="1"
@@ -153,7 +119,7 @@
       name="initialDamage"
       setNames="{ fracture }"
       objectPath="nodeManager"
-      fieldName="Damage"
+      fieldName="damage"
       scale="1.0"/>
 
     <FieldSpecification
diff --git a/inputFiles/phaseField/PhaseFieldPoromechanics_Nucleation_Wellbore.xml b/inputFiles/phaseField/PhaseFieldPoromechanics_Nucleation_Wellbore.xml
index 1f3b5d12e0d..685eeeb2166 100644
--- a/inputFiles/phaseField/PhaseFieldPoromechanics_Nucleation_Wellbore.xml
+++ b/inputFiles/phaseField/PhaseFieldPoromechanics_Nucleation_Wellbore.xml
@@ -39,8 +39,6 @@
       name="damageSolve"
       discretization="FE1"
       timeIntegrationOption="SteadyState"
-      fieldName="Damage"
-      localDissipation="Linear"
       irreversibilityFlag="1"
       damageUpperBound="0.95"
       fracturePressureTermFlag="1"
@@ -112,37 +110,6 @@
   </ElementRegions>
 
   <FieldSpecifications>    
-    <FieldSpecification
-       name="Gc"
-       initialCondition="1"
-       setNames="{ all }"
-       objectPath="ElementRegions/Region1"
-       fieldName="rockSolid_criticalFractureEnergy"
-       scale="4e-3"/>
-
-    <FieldSpecification
-      name="tensileStrength"
-      initialCondition="1"
-      setNames="{ all }"
-      objectPath="ElementRegions/Region1"
-      fieldName="rockSolid_tensileStrength"
-      scale="5.5"/>
-
-    <FieldSpecification
-      name="compressiveStrength"
-      initialCondition="1"
-      setNames="{ all }"
-      objectPath="ElementRegions/Region1"
-      fieldName="rockSolid_compressiveStrength"
-      scale="40.0"/>
-
-    <FieldSpecification
-      name="deltaCoefficient"
-      initialCondition="1"
-      setNames="{ all }"
-      objectPath="ElementRegions/Region1"
-      fieldName="rockSolid_deltaCoefficient"
-      scale="3.31"/>
     
     <FieldSpecification 
       name="Sh"
diff --git a/inputFiles/phaseField/PhaseFieldPoromechanics_Nucleation_base.xml b/inputFiles/phaseField/PhaseFieldPoromechanics_Nucleation_base.xml
index 491ca55d9db..9486fae7b2b 100644
--- a/inputFiles/phaseField/PhaseFieldPoromechanics_Nucleation_base.xml
+++ b/inputFiles/phaseField/PhaseFieldPoromechanics_Nucleation_base.xml
@@ -29,7 +29,7 @@
       lengthScale="0.5"
       defaultCriticalFractureEnergy="4e-3"
       criticalStrainEnergy="0"
-      extDrivingForceFlag="1"
+      fractureModelType="Nucleation"
       degradationLowerLimit="1e-6"
       defaultTensileStrength="5.5"
       defaultCompressiveStrength="40.0"
diff --git a/inputFiles/phaseField/PhaseFieldPoromechanics_Nucleation_smoke.xml b/inputFiles/phaseField/PhaseFieldPoromechanics_Nucleation_smoke.xml
index dff245983f4..4468eade098 100644
--- a/inputFiles/phaseField/PhaseFieldPoromechanics_Nucleation_smoke.xml
+++ b/inputFiles/phaseField/PhaseFieldPoromechanics_Nucleation_smoke.xml
@@ -38,8 +38,6 @@
       name="damageSolve"
       discretization="FE1"
       timeIntegrationOption="SteadyState"
-      fieldName="Damage"
-      localDissipation="Linear"
       irreversibilityFlag="1"
       damageUpperBound="1.0"
       fracturePressureTermFlag="1"
@@ -106,38 +104,6 @@
   </ElementRegions>
 
   <FieldSpecifications>   
-    <FieldSpecification
-       name="Gc"
-       initialCondition="1"
-       setNames="{ all }"
-       objectPath="ElementRegions/Region1"
-       fieldName="rockSolid_criticalFractureEnergy"
-       scale="4e-3"/>
-
-    <FieldSpecification
-      name="tensileStrength"
-      initialCondition="1"
-      setNames="{ all }"
-      objectPath="ElementRegions/Region1"
-      fieldName="rockSolid_tensileStrength"
-      scale="5.5"/>
-
-    <FieldSpecification
-      name="compressiveStrength"
-      initialCondition="1"
-      setNames="{ all }"
-      objectPath="ElementRegions/Region1"
-      fieldName="rockSolid_compressiveStrength"
-      scale="40.0"/>
-
-    <FieldSpecification
-      name="deltaCoefficient"
-      initialCondition="1"
-      setNames="{ all }"
-      objectPath="ElementRegions/Region1"
-      fieldName="rockSolid_deltaCoefficient"
-      scale="3.31"/>
-
     <FieldSpecification 
       name="initialPressure"
       initialCondition="1"
@@ -150,7 +116,7 @@
       name="initialDamage"
       setNames="{ fracture }"
       objectPath="nodeManager"
-      fieldName="Damage"
+      fieldName="damage"
       scale="1.0"/>
 
     <FieldSpecification
diff --git a/inputFiles/phaseField/PhaseFieldPoromechanics_multiCracks.xml b/inputFiles/phaseField/PhaseFieldPoromechanics_multiCracks.xml
index 08f64cd5dd7..a4c52c6699c 100644
--- a/inputFiles/phaseField/PhaseFieldPoromechanics_multiCracks.xml
+++ b/inputFiles/phaseField/PhaseFieldPoromechanics_multiCracks.xml
@@ -35,8 +35,6 @@
       name="damageSolve"
       discretization="FE1"
       timeIntegrationOption="SteadyState"
-      fieldName="Damage"
-      localDissipation="Linear"
       irreversibilityFlag="1"
       damageUpperBound="1.0"
       fracturePressureTermFlag="1"
@@ -164,13 +162,6 @@
   </Constitutive>
 
   <FieldSpecifications>    
-    <FieldSpecification
-       name="Gc"
-       initialCondition="1"
-       setNames="{ all }"
-       objectPath="ElementRegions/Region1"
-       fieldName="graniteSolid_criticalFractureEnergy"
-       scale="12e-3"/>
        
     <FieldSpecification 
       name="xconstraint"    
@@ -223,14 +214,14 @@
 
     <FieldSpecification
       name="noDamage"
-      fieldName="Damage"
+      fieldName="damage"
       objectPath="nodeManager"
       scale="0.0"
       setNames="{ intact }"/> 
 
     <FieldSpecification
       name="initialDamage"
-      fieldName="Damage"
+      fieldName="damage"
       objectPath="nodeManager"
       scale="1.0"
       setNames="{ fracture1, fracture2, fracture3 }"/> 
diff --git a/inputFiles/phaseField/benchmark/singleEdgeNotch/PhaseFieldFracture_SingleEdgeNotch.ats b/inputFiles/phaseField/benchmark/singleEdgeNotch/PhaseFieldFracture_SingleEdgeNotch.ats
new file mode 100644
index 00000000000..dc154097c11
--- /dev/null
+++ b/inputFiles/phaseField/benchmark/singleEdgeNotch/PhaseFieldFracture_SingleEdgeNotch.ats
@@ -0,0 +1,24 @@
+from geos.ats.test_builder import TestDeck, RestartcheckParameters, generate_geos_tests
+
+restartcheck_params = {}
+restartcheck_params["atol"] = 1.0E-6
+restartcheck_params["rtol"] = 1.0E-5
+
+decks = [
+    TestDeck(
+        name="PhaseFieldFracture_SingleEdgeNotchShear_smoke",
+        description="Smoke test for single-edge notch shear phase-field fracture",
+        partitions=((1, 1, 1), (2, 2, 1)),
+        restart_step=0,
+        check_step=16,
+        restartcheck_params=RestartcheckParameters(**restartcheck_params)),
+    TestDeck(
+        name="PhaseFieldFracture_SingleEdgeNotchTension_smoke",
+        description="Smoke test for single-edge notch tension phase-field fracture",
+        partitions=((1, 1, 1), (2, 2, 1)),
+        restart_step=0,
+        check_step=14,
+        restartcheck_params=RestartcheckParameters(**restartcheck_params)),
+]
+
+generate_geos_tests(decks)
diff --git a/inputFiles/phaseField/benchmark/singleEdgeNotch/PhaseFieldFracture_SingleEdgeNotchShear_benchmark.xml b/inputFiles/phaseField/benchmark/singleEdgeNotch/PhaseFieldFracture_SingleEdgeNotchShear_benchmark.xml
new file mode 100644
index 00000000000..d9f097b936a
--- /dev/null
+++ b/inputFiles/phaseField/benchmark/singleEdgeNotch/PhaseFieldFracture_SingleEdgeNotchShear_benchmark.xml
@@ -0,0 +1,109 @@
+<?xml version="1.0" ?>
+
+<Problem>
+  <Included>
+    <File name="./PhaseFieldFracture_SingleEdgeNotch_base_iterative.xml"/>
+  </Included>
+
+  <Mesh>
+    <InternalMesh
+      name="SingleEdgeNotchShear"
+      elementTypes="{ C3D8 }"
+      xCoords="{ 0.0, 0.45, 0.5, 1.0 }"
+      yCoords="{ 0.0, 0.5, 0.55, 1.0 }"
+      zCoords="{ -0.005, 0.005 }"
+      nx="{ 50, 25, 250 }"
+      ny="{ 250, 25, 30 }"
+      nz="{ 1 }"
+      cellBlockNames="{ cb }"/>
+  </Mesh>
+
+  <FieldSpecifications>
+    <FieldSpecification
+      name="topShearDisplacement"
+      fieldName="totalDisplacement"
+      component="0"
+      objectPath="nodeManager"
+      scale="1.0e-5"
+      functionName="loadRamp"
+      setNames="{ ypos }"/>
+
+    <FieldSpecification
+      name="YConstraint"
+      fieldName="totalDisplacement"
+      component="1"
+      objectPath="nodeManager"
+      scale="0.0"
+      setNames="{ ypos, yneg, xneg, xpos }"/>
+
+    <FieldSpecification
+      name="bottomXConstraint"
+      fieldName="totalDisplacement"
+      component="0"
+      objectPath="nodeManager"
+      scale="0.0"
+      setNames="{ yneg }"/>
+
+    <FieldSpecification
+      name="zConstraints"
+      fieldName="totalDisplacement"
+      component="2"
+      objectPath="nodeManager"
+      scale="0.0"
+      setNames="{ all }"/>
+
+    <FieldSpecification
+      name="separableFace"
+      initialCondition="1"
+      setNames="{ initial_crack_nodes }"
+      objectPath="faceManager"
+      fieldName="isFaceSeparable"
+      scale="1"/>
+
+    <FieldSpecification
+      name="frac"
+      initialCondition="1"
+      setNames="{ initial_crack_nodes }"
+      objectPath="faceManager"
+      fieldName="ruptureState"
+      scale="1"/>
+  </FieldSpecifications>
+
+  <Geometry>
+    <Box
+      name="initial_crack_nodes"
+      xMin="{ -1.0e-7, 0.4999999, -0.0050001 }"
+      xMax="{ 0.5000001, 0.5000001, 0.0050001 }"/>
+  </Geometry>
+
+  <Events
+    maxTime="1600.0">
+    <SoloEvent
+      name="preFracture"
+      target="/Solvers/SurfaceGen"/>
+
+    <PeriodicEvent
+      name="vtkOutput"
+      cycleFrequency="50"
+      target="/Outputs/SingleEdgeNotchShear_VTKOutput"/>
+
+    <PeriodicEvent
+      name="solverApplication"
+      maxEventDt="1.0"
+      target="/Solvers/PhaseFieldSolve"/>
+
+    <PeriodicEvent
+      name="restarts"
+      cycleFrequency="500"
+      target="/Outputs/restartOutput"/>
+  </Events>
+
+  <Outputs>
+    <VTK
+      name="SingleEdgeNotchShear_VTKOutput"
+      plotFileRoot="singleEdgeNotchShear"/>
+
+    <Restart
+      name="restartOutput"/>
+  </Outputs>
+</Problem>
diff --git a/inputFiles/phaseField/benchmark/singleEdgeNotch/PhaseFieldFracture_SingleEdgeNotchShear_smoke.xml b/inputFiles/phaseField/benchmark/singleEdgeNotch/PhaseFieldFracture_SingleEdgeNotchShear_smoke.xml
new file mode 100644
index 00000000000..a592bf83531
--- /dev/null
+++ b/inputFiles/phaseField/benchmark/singleEdgeNotch/PhaseFieldFracture_SingleEdgeNotchShear_smoke.xml
@@ -0,0 +1,111 @@
+<?xml version="1.0" ?>
+
+<Problem>
+  <Included>
+    <File name="./PhaseFieldFracture_SingleEdgeNotch_base_direct.xml"/>
+  </Included>
+
+  <Mesh>
+    <InternalMesh
+      name="SingleEdgeNotchShear"
+      elementTypes="{ C3D8 }"
+      xCoords="{ 0.0, 0.45, 0.5, 1.0 }"
+      yCoords="{ 0.0, 0.5, 0.55, 1.0 }"
+      zCoords="{ -0.005, 0.005 }"
+      nx="{ 10, 3, 30 }"
+      ny="{ 30, 3, 6 }"
+      nz="{ 1 }"
+      cellBlockNames="{ cb }"/>
+  </Mesh>
+
+  <FieldSpecifications>
+    <FieldSpecification
+      name="topShearDisplacement"
+      fieldName="totalDisplacement"
+      component="0"
+      objectPath="nodeManager"
+      scale="1.0e-5"
+      functionName="loadRamp"
+      setNames="{ ypos }"/>
+
+    <FieldSpecification
+      name="YConstraint"
+      fieldName="totalDisplacement"
+      component="1"
+      objectPath="nodeManager"
+      scale="0.0"
+      setNames="{ ypos, yneg, xneg, xpos }"/>
+
+    <FieldSpecification
+      name="bottomXConstraint"
+      fieldName="totalDisplacement"
+      component="0"
+      objectPath="nodeManager"
+      scale="0.0"
+      setNames="{ yneg }"/>
+
+    <FieldSpecification
+      name="zConstraints"
+      fieldName="totalDisplacement"
+      component="2"
+      objectPath="nodeManager"
+      scale="0.0"
+      setNames="{ all }"/>
+
+    <FieldSpecification
+      name="separableFace"
+      initialCondition="1"
+      setNames="{ initial_crack_nodes }"
+      objectPath="faceManager"
+      fieldName="isFaceSeparable"
+      scale="1"/>
+
+    <FieldSpecification
+      name="frac"
+      initialCondition="1"
+      setNames="{ initial_crack_nodes }"
+      objectPath="faceManager"
+      fieldName="ruptureState"
+      scale="1"/>
+  </FieldSpecifications>
+
+  <Geometry>
+    <Box
+      name="initial_crack_nodes"
+      xMin="{ -1.0e-7, 0.4999999, -0.0050001 }"
+      xMax="{ 0.5000001, 0.5000001, 0.0050001 }"/>
+  </Geometry>
+
+  <Events
+    maxTime="1500.0">
+    <SoloEvent
+      name="preFracture"
+      target="/Solvers/SurfaceGen"/>
+
+    <PeriodicEvent
+      name="vtkOutput"
+      timeFrequency="500"
+      targetExactTimestep="1"
+      target="/Outputs/SingleEdgeNotchShear_VTKOutput"/>
+
+    <PeriodicEvent
+      name="solverApplication"
+      maxEventDt="100.0"
+      target="/Solvers/PhaseFieldSolve"/>
+
+    <PeriodicEvent
+      name="restarts"
+      timeFrequency="750"
+      targetExactTimestep="1"
+      target="/Outputs/restartOutput"/>
+  </Events>
+
+  <Outputs>
+    <VTK
+      name="SingleEdgeNotchShear_VTKOutput"
+      plotFileRoot="singleEdgeNotchShear"/>
+
+    <Restart
+      name="restartOutput"/>
+  </Outputs>
+</Problem>
diff --git a/inputFiles/phaseField/benchmark/singleEdgeNotch/PhaseFieldFracture_SingleEdgeNotchTension_benchmark.xml b/inputFiles/phaseField/benchmark/singleEdgeNotch/PhaseFieldFracture_SingleEdgeNotchTension_benchmark.xml
new file mode 100644
index 00000000000..d48e87b40da
--- /dev/null
+++ b/inputFiles/phaseField/benchmark/singleEdgeNotch/PhaseFieldFracture_SingleEdgeNotchTension_benchmark.xml
@@ -0,0 +1,116 @@
+<?xml version="1.0" ?>
+
+<Problem>
+  <Included>
+    <File name="./PhaseFieldFracture_SingleEdgeNotch_base_iterative.xml"/>
+  </Included>
+
+  <Mesh>
+    <InternalMesh
+      name="SingleEdgeNotchTension"
+      elementTypes="{ C3D8 }"
+      xCoords="{ 0.0, 0.45, 0.5, 1.0 }"
+      yCoords="{ 0.0, 0.45, 0.5, 0.55, 1.0 }"
+      zCoords="{ -0.005, 0.005 }"
+      nx="{ 50, 50, 500 }"
+      ny="{ 30, 50, 50, 30 }"
+      nz="{ 1 }"
+      cellBlockNames="{ cb }"/>
+  </Mesh>
+
+  <FieldSpecifications>
+    <FieldSpecification
+      name="topTensionDisplacement"
+      fieldName="totalDisplacement"
+      component="1"
+      objectPath="nodeManager"
+      scale="1.0e-5"
+      functionName="loadRamp"
+      setNames="{ ypos }"/>
+
+    <FieldSpecification
+      name="bottomYConstraint"
+      fieldName="totalDisplacement"
+      component="1"
+      objectPath="nodeManager"
+      scale="0.0"
+      setNames="{ yneg }"/>
+
+    <FieldSpecification
+      name="bottomXConstraint"
+      fieldName="totalDisplacement"
+      component="0"
+      objectPath="nodeManager"
+      scale="0.0"
+      setNames="{ yneg }"/>
+
+    <FieldSpecification
+      name="zConstraints"
+      fieldName="totalDisplacement"
+      component="2"
+      objectPath="nodeManager"
+      scale="0.0"
+      setNames="{ all }"/>
+
+    <FieldSpecification
+      name="separableFace"
+      initialCondition="1"
+      setNames="{ initial_crack_nodes }"
+      objectPath="faceManager"
+      fieldName="isFaceSeparable"
+      scale="1"/>
+
+    <FieldSpecification
+      name="frac"
+      initialCondition="1"
+      setNames="{ initial_crack_nodes }"
+      objectPath="faceManager"
+      fieldName="ruptureState"
+      scale="1"/>
+  </FieldSpecifications>
+
+  <Geometry>
+    <Box
+      name="initial_crack_nodes"
+      xMin="{ -1.0e-7, 0.4999999, -0.0050001 }"
+      xMax="{ 0.5000001, 0.5000001, 0.0050001 }"/>
+  </Geometry>
+
+  <Events
+    maxTime="700.0">
+    <SoloEvent
+      name="preFracture"
+      target="/Solvers/SurfaceGen"/>
+
+    <PeriodicEvent
+      name="vtkOutput"
+      cycleFrequency="50"
+      target="/Outputs/SingleEdgeNotchTension_VTKOutput"/>
+
+    <PeriodicEvent
+      name="solverApplication0"
+      endTime="500.0"
+      maxEventDt="1.0"
+      target="/Solvers/PhaseFieldSolve"/>
+
+    <PeriodicEvent
+      name="solverApplication1"
+      beginTime="500.0"
+      maxEventDt="0.1"
+      target="/Solvers/PhaseFieldSolve"/>
+
+    <PeriodicEvent
+      name="restarts"
+      cycleFrequency="500"
+      target="/Outputs/restartOutput"/>
+  </Events>
+
+  <Outputs>
+    <VTK
+      name="SingleEdgeNotchTension_VTKOutput"
+      plotFileRoot="singleEdgeNotchTension"/>
+
+    <Restart
+      name="restartOutput"/>
+  </Outputs>
+</Problem>
diff --git a/inputFiles/phaseField/benchmark/singleEdgeNotch/PhaseFieldFracture_SingleEdgeNotchTension_smoke.xml b/inputFiles/phaseField/benchmark/singleEdgeNotch/PhaseFieldFracture_SingleEdgeNotchTension_smoke.xml
new file mode 100644
index 00000000000..ccf7d4e9d41
--- /dev/null
+++ b/inputFiles/phaseField/benchmark/singleEdgeNotch/PhaseFieldFracture_SingleEdgeNotchTension_smoke.xml
@@ -0,0 +1,111 @@
+<?xml version="1.0" ?>
+
+<Problem>
+  <Included>
+    <File name="./PhaseFieldFracture_SingleEdgeNotch_base_direct.xml"/>
+  </Included>
+
+  <Mesh>
+    <InternalMesh
+      name="SingleEdgeNotchTension"
+      elementTypes="{ C3D8 }"
+      xCoords="{ 0.0, 0.45, 0.5, 1.0 }"
+      yCoords="{ 0.0, 0.45, 0.5, 0.55, 1.0 }"
+      zCoords="{ -0.005, 0.005 }"
+      nx="{ 10, 5, 50 }"
+      ny="{ 6, 5, 5, 6 }"
+      nz="{ 1 }"
+      cellBlockNames="{ cb }"/>
+  </Mesh>
+
+  <FieldSpecifications>
+    <FieldSpecification
+      name="topTensionDisplacement"
+      fieldName="totalDisplacement"
+      component="1"
+      objectPath="nodeManager"
+      scale="1.0e-5"
+      functionName="loadRamp"
+      setNames="{ ypos }"/>
+
+    <FieldSpecification
+      name="bottomYConstraint"
+      fieldName="totalDisplacement"
+      component="1"
+      objectPath="nodeManager"
+      scale="0.0"
+      setNames="{ yneg }"/>
+
+    <FieldSpecification
+      name="bottomXConstraint"
+      fieldName="totalDisplacement"
+      component="0"
+      objectPath="nodeManager"
+      scale="0.0"
+      setNames="{ yneg }"/>
+
+    <FieldSpecification
+      name="zConstraints"
+      fieldName="totalDisplacement"
+      component="2"
+      objectPath="nodeManager"
+      scale="0.0"
+      setNames="{ all }"/>
+
+    <FieldSpecification
+      name="separableFace"
+      initialCondition="1"
+      setNames="{ initial_crack_nodes }"
+      objectPath="faceManager"
+      fieldName="isFaceSeparable"
+      scale="1"/>
+
+    <FieldSpecification
+      name="frac"
+      initialCondition="1"
+      setNames="{ initial_crack_nodes }"
+      objectPath="faceManager"
+      fieldName="ruptureState"
+      scale="1"/>
+  </FieldSpecifications>
+
+  <Geometry>
+    <Box
+      name="initial_crack_nodes"
+      xMin="{ -1.0e-7, 0.4999999, -0.0050001 }"
+      xMax="{ 0.5000001, 0.5000001, 0.0050001 }"/>
+  </Geometry>
+
+  <Events
+    maxTime="700.0">
+    <SoloEvent
+      name="preFracture"
+      target="/Solvers/SurfaceGen"/>
+
+    <PeriodicEvent
+      name="vtkOutput"
+      timeFrequency="350"
+      targetExactTimestep="1"
+      target="/Outputs/SingleEdgeNotchTension_VTKOutput"/>
+
+    <PeriodicEvent
+      name="solverApplication"
+      maxEventDt="50.0"
+      target="/Solvers/PhaseFieldSolve"/>
+
+    <PeriodicEvent
+      name="restarts"
+      timeFrequency="350"
+      targetExactTimestep="1"
+      target="/Outputs/restartOutput"/>
+  </Events>
+
+  <Outputs>
+    <VTK
+      name="SingleEdgeNotchTension_VTKOutput"
+      plotFileRoot="singleEdgeNotchTension"/>
+
+    <Restart
+      name="restartOutput"/>
+  </Outputs>
+</Problem>
diff --git a/inputFiles/phaseField/benchmark/singleEdgeNotch/PhaseFieldFracture_SingleEdgeNotch_base_direct.xml b/inputFiles/phaseField/benchmark/singleEdgeNotch/PhaseFieldFracture_SingleEdgeNotch_base_direct.xml
new file mode 100644
index 00000000000..3c2002bc8b6
--- /dev/null
+++ b/inputFiles/phaseField/benchmark/singleEdgeNotch/PhaseFieldFracture_SingleEdgeNotch_base_direct.xml
@@ -0,0 +1,97 @@
+<?xml version="1.0" ?>
+
+<Problem>
+  <Solvers
+    gravityVector="{ 0.0, 0.0, 0.0 }">
+    <PhaseFieldFracture
+      name="PhaseFieldSolve"
+      solidSolverName="SolidMechSolve"
+      damageSolverName="DamageSolve"
+      logLevel="1"
+      targetRegions="{ Region1 }">
+      <NonlinearSolverParameters
+        couplingType="Sequential"
+        lineSearchAction="None"
+        subcycling="0"/>
+    </PhaseFieldFracture>
+
+    <SolidMechanicsLagrangianFEM
+      name="SolidMechSolve"
+      logLevel="1"
+      discretization="FE1"
+      targetRegions="{ Region1 }">
+      <NonlinearSolverParameters
+        newtonMaxIter="200"
+        lineSearchAction="None"
+        newtonTol="1.0e-5"/>
+      <LinearSolverParameters
+        solverType="direct"
+        directParallel="0"/>
+    </SolidMechanicsLagrangianFEM>
+
+    <PhaseFieldDamageFEM
+      name="DamageSolve"
+      discretization="FE1"
+      timeIntegrationOption="SteadyState"
+      irreversibilityFlag="1"
+      damageUpperBound="0.95"
+      logLevel="1"
+      targetRegions="{ Region1 }">
+      <NonlinearSolverParameters
+        newtonMaxIter="200"
+        lineSearchAction="None"
+        newtonTol="1.0e-8"/>
+      <LinearSolverParameters
+        solverType="direct"
+        directParallel="0"/>
+    </PhaseFieldDamageFEM>
+
+    <SurfaceGenerator
+      name="SurfaceGen"
+      targetRegions="{ Region1 }"
+      initialRockToughness="0"
+      mpiCommOrder="1"/>
+  </Solvers>
+
+  <NumericalMethods>
+    <FiniteElements>
+      <FiniteElementSpace
+        name="FE1"
+        order="1"/>
+    </FiniteElements>
+  </NumericalMethods>
+
+  <ElementRegions>
+    <CellElementRegion
+      name="Region1"
+      cellBlocks="{ * }"
+      materialList="{ concrete }"/>
+
+    <SurfaceElementRegion
+      name="Fracture"
+      defaultAperture="1e-6"
+      materialList="{ concrete }"/>
+  </ElementRegions>
+
+  <Constitutive>
+    <DamageSpectralElasticIsotropic
+      name="concrete"
+      defaultDensity="1.0"
+      defaultBulkModulus="1.75e5"
+      defaultShearModulus="8.077e4"
+      lengthScale="0.0075"
+      degradationLowerLimit="1e-6"
+      defaultCriticalFractureEnergy="2.7"
+      criticalStrainEnergy="0.0"
+      fractureModelType="Brittle"
+      localDissipationOption="Quadratic"/>
+  </Constitutive>
+
+  <Functions>
+    <TableFunction
+      name="loadRamp"
+      inputVarNames="{ time }"
+      coordinates="{ 0.0, 1600.0 }"
+      values="{ 0.0, 1600.0 }"/>
+  </Functions>
+</Problem>
diff --git a/inputFiles/phaseField/benchmark/singleEdgeNotch/PhaseFieldFracture_SingleEdgeNotch_base_iterative.xml b/inputFiles/phaseField/benchmark/singleEdgeNotch/PhaseFieldFracture_SingleEdgeNotch_base_iterative.xml
new file mode 100644
index 00000000000..58132c6aee9
--- /dev/null
+++ b/inputFiles/phaseField/benchmark/singleEdgeNotch/PhaseFieldFracture_SingleEdgeNotch_base_iterative.xml
@@ -0,0 +1,98 @@
+<?xml version="1.0" ?>
+
+<Problem>
+  <Solvers
+    gravityVector="{ 0.0, 0.0, 0.0 }">
+    <PhaseFieldFracture
+      name="PhaseFieldSolve"
+      solidSolverName="SolidMechSolve"
+      damageSolverName="DamageSolve"
+      logLevel="1"
+      targetRegions="{ Region1 }">
+      <NonlinearSolverParameters
+        couplingType="Sequential"
+        lineSearchAction="None"
+        subcycling="0"/>
+    </PhaseFieldFracture>
+
+    <SolidMechanicsLagrangianFEM
+      name="SolidMechSolve"
+      logLevel="1"
+      discretization="FE1"
+      targetRegions="{ Region1 }">
+      <NonlinearSolverParameters
+        newtonMaxIter="200"
+        lineSearchAction="None"
+        newtonTol="1.0e-5"/>
+      <LinearSolverParameters
+        solverType="gmres"
+        krylovTol="1e-5"
+        preconditionerType="amg"/>
+    </SolidMechanicsLagrangianFEM>
+
+    <PhaseFieldDamageFEM
+      name="DamageSolve"
+      discretization="FE1"
+      timeIntegrationOption="SteadyState"
+      irreversibilityFlag="1"
+      damageUpperBound="0.95"
+      logLevel="1"
+      targetRegions="{ Region1 }">
+      <NonlinearSolverParameters
+        newtonMaxIter="200"
+        lineSearchAction="None"
+        newtonTol="1.0e-8"/>
+      <LinearSolverParameters
+        solverType="gmres"
+        preconditionerType="amg"/>
+    </PhaseFieldDamageFEM>
+
+    <SurfaceGenerator
+      name="SurfaceGen"
+      targetRegions="{ Region1 }"
+      initialRockToughness="0"
+      mpiCommOrder="1"/>
+  </Solvers>
+
+  <NumericalMethods>
+    <FiniteElements>
+      <FiniteElementSpace
+        name="FE1"
+        order="1"/>
+    </FiniteElements>
+  </NumericalMethods>
+
+  <ElementRegions>
+    <CellElementRegion
+      name="Region1"
+      cellBlocks="{ * }"
+      materialList="{ concrete }"/>
+
+    <SurfaceElementRegion
+      name="Fracture"
+      defaultAperture="1e-6"
+      materialList="{ concrete }"/>
+  </ElementRegions>
+
+  <Constitutive>
+    <DamageSpectralElasticIsotropic
+      name="concrete"
+      defaultDensity="1.0"
+      defaultBulkModulus="1.75e5"
+      defaultShearModulus="8.077e4"
+      lengthScale="0.0075"
+      degradationLowerLimit="1e-6"
+      defaultCriticalFractureEnergy="2.7"
+      criticalStrainEnergy="0.0"
+      fractureModelType="Brittle"
+      localDissipationOption="Quadratic"/>
+  </Constitutive>
+
+  <Functions>
+    <TableFunction
+      name="loadRamp"
+      inputVarNames="{ time }"
+      coordinates="{ 0.0, 1600.0 }"
+      values="{ 0.0, 1600.0 }"/>
+  </Functions>
+</Problem>
diff --git a/inputFiles/phaseField/benchmark/threePointsBending/PhaseFieldFracture_ThreePointsBending.ats b/inputFiles/phaseField/benchmark/threePointsBending/PhaseFieldFracture_ThreePointsBending.ats
new file mode 100644
index 00000000000..b4afaa8a955
--- /dev/null
+++ b/inputFiles/phaseField/benchmark/threePointsBending/PhaseFieldFracture_ThreePointsBending.ats
@@ -0,0 +1,17 @@
+from geos.ats.test_builder import TestDeck, RestartcheckParameters, generate_geos_tests
+
+restartcheck_params = {}
+restartcheck_params["atol"] = 1.0E-6
+restartcheck_params["rtol"] = 1.0E-5
+
+decks = [
+    TestDeck(
+        name="PhaseFieldFracture_ThreePointsBending_smoke",
+        description="Smoke test for three-point bending phase-field fracture",
+        partitions=((2, 2, 1),),
+        restart_step=0,
+        check_step=600,
+        restartcheck_params=RestartcheckParameters(**restartcheck_params)),
+]
+
+generate_geos_tests(decks)
diff --git a/inputFiles/phaseField/benchmark/threePointsBending/PhaseFieldFracture_ThreePointsBending_base.xml b/inputFiles/phaseField/benchmark/threePointsBending/PhaseFieldFracture_ThreePointsBending_base.xml
new file mode 100644
index 00000000000..f0b0bf872a1
--- /dev/null
+++ b/inputFiles/phaseField/benchmark/threePointsBending/PhaseFieldFracture_ThreePointsBending_base.xml
@@ -0,0 +1,104 @@
+<?xml version="1.0" ?>
+
+<Problem>
+  <FieldSpecifications>
+    <FieldSpecification
+      name="loadPointDisplacement"
+      fieldName="totalDisplacement"
+      component="1"
+      objectPath="nodeManager"
+      scale="1.0e-4"
+      functionName="loadRamp"
+      setNames="{ load_line_full_thickness }"/>
+
+    <FieldSpecification
+      name="yConstraints"
+      fieldName="totalDisplacement"
+      component="1"
+      objectPath="nodeManager"
+      scale="0.0"
+      setNames="{ support_left_line, support_right_line }"/>
+
+    <FieldSpecification
+      name="xConstraints"
+      fieldName="totalDisplacement"
+      component="0"
+      objectPath="nodeManager"
+      scale="0.0"
+      setNames="{ support_left_line }"/>
+
+    <FieldSpecification
+      name="zConstraints"
+      fieldName="totalDisplacement"
+      component="2"
+      objectPath="nodeManager"
+      scale="0.0"
+      setNames="{ midPlane }"/>
+
+    <FieldSpecification
+      name="contactDamageGuard"
+      fieldName="damage"
+      objectPath="nodeManager"
+      scale="0.0"
+      setNames="{ support_left_damage_guard, support_right_damage_guard, load_damage_guard }"/>
+  </FieldSpecifications>
+
+  <Geometry>
+    <Box
+      name="midPlane"
+      xMin="{ -100.0, -100.0, -0.001 }"
+      xMax="{ 100.0, 100.0, 0.001 }"/>
+
+    <Box
+      name="support_left_damage_guard"
+      xMin="{ -0.25, -0.02, -0.051 }"
+      xMax="{ 0.25, 0.20, 0.051 }"/>
+
+    <Box
+      name="support_right_damage_guard"
+      xMin="{ 7.75, -0.02, -0.051 }"
+      xMax="{ 8.25, 0.20, 0.051 }"/>
+
+    <Box
+      name="load_damage_guard"
+      xMin="{ 3.75, 1.95, -0.051 }"
+      xMax="{ 4.25, 2.02, 0.051 }"/>
+  </Geometry>
+
+  <NumericalMethods>
+    <FiniteElements>
+      <FiniteElementSpace
+        name="FE1"
+        order="1"/>
+    </FiniteElements>
+  </NumericalMethods>
+
+  <ElementRegions>
+    <CellElementRegion
+      name="Region1"
+      cellBlocks="{ * }"
+      materialList="{ concrete }"/>
+  </ElementRegions>
+
+  <Constitutive>
+    <DamageSpectralElasticIsotropic
+      name="concrete"
+      defaultDensity="1.0"
+      defaultBulkModulus="1.73333333e4"
+      defaultShearModulus="8e3"
+      lengthScale="0.03"
+      degradationLowerLimit="1e-4"
+      defaultCriticalFractureEnergy="0.5"
+      criticalStrainEnergy="0.0"
+      fractureModelType="Brittle"
+      localDissipationOption="Quadratic"/>
+  </Constitutive>
+
+  <Functions>
+    <TableFunction
+      name="loadRamp"
+      inputVarNames="{ time }"
+      coordinates="{ 0.0, 1000.0 }"
+      values="{ 0.0, -1000.0 }"/>
+  </Functions>
+</Problem>
diff --git a/inputFiles/phaseField/benchmark/threePointsBending/PhaseFieldFracture_ThreePointsBending_benchmark.xml b/inputFiles/phaseField/benchmark/threePointsBending/PhaseFieldFracture_ThreePointsBending_benchmark.xml
new file mode 100644
index 00000000000..cf4db61c7b9
--- /dev/null
+++ b/inputFiles/phaseField/benchmark/threePointsBending/PhaseFieldFracture_ThreePointsBending_benchmark.xml
@@ -0,0 +1,102 @@
+<?xml version="1.0" ?>
+
+<Problem>
+  <Included>
+    <File name="./PhaseFieldFracture_ThreePointsBending_base.xml"/>
+  </Included>
+
+  <Solvers
+    gravityVector="{ 0.0, 0.0, 0.0 }">
+    <PhaseFieldFracture
+      name="PhaseFieldSolve"
+      solidSolverName="SolidMechSolve"
+      damageSolverName="DamageSolve"
+      logLevel="1"
+      targetRegions="{ Region1 }">
+      <NonlinearSolverParameters
+        couplingType="Sequential"
+        lineSearchAction="None"
+        subcycling="0"/>
+    </PhaseFieldFracture>
+
+    <SolidMechanicsLagrangianFEM
+      name="SolidMechSolve"
+      logLevel="1"
+      discretization="FE1"
+      targetRegions="{ Region1 }">
+      <NonlinearSolverParameters
+        newtonMaxIter="200"
+        lineSearchAction="None"
+        newtonTol="1.0e-5"/>
+      <LinearSolverParameters
+        solverType="gmres"
+        krylovTol="1e-5"
+        preconditionerType="amg"/>
+    </SolidMechanicsLagrangianFEM>
+
+    <PhaseFieldDamageFEM
+      name="DamageSolve"
+      discretization="FE1"
+      timeIntegrationOption="SteadyState"
+      irreversibilityFlag="1"
+      damageUpperBound="0.95"
+      logLevel="1"
+      targetRegions="{ Region1 }">
+      <NonlinearSolverParameters
+        newtonMaxIter="200"
+        lineSearchAction="None"
+        newtonTol="1.0e-8"/>
+      <LinearSolverParameters
+        solverType="gmres"
+        preconditionerType="amg"/>
+    </PhaseFieldDamageFEM>
+  </Solvers>
+
+  <Mesh>
+    <VTKMesh
+      name="ThreePointsBending"
+      file="../../../../../GEOSDATA/DataSets/PhaseField/threePointsBendSingleNotch/threePointsBendingSingleNotch.vtu"
+      nodesetNames="{ support_left_line, support_right_line, load_line_full_thickness, starter_notch_flank_nodes }"/>
+  </Mesh>
+
+  <Events
+    maxTime="600.0">
+    <PeriodicEvent
+      name="vtkOutput0"
+      endTime="360.0"
+      cycleFrequency="10"
+      target="/Outputs/ThreePointsBending_VTKOutput"/>
+
+    <PeriodicEvent
+      name="vtkOutput1"
+      beginTime="360.0"
+      cycleFrequency="100"
+      target="/Outputs/ThreePointsBending_VTKOutput"/>
+
+    <PeriodicEvent
+      name="solverApplication0"
+      endTime="360.0"
+      maxEventDt="1.0"
+      target="/Solvers/PhaseFieldSolve"/>
+
+    <PeriodicEvent
+      name="solverApplication1"
+      beginTime="360.0"
+      maxEventDt="0.01"
+      target="/Solvers/PhaseFieldSolve"/>
+
+    <PeriodicEvent
+      name="restarts"
+      cycleFrequency="500"
+      target="/Outputs/restartOutput"/>
+  </Events>
+
+  <Outputs>
+    <VTK
+      name="ThreePointsBending_VTKOutput"
+      plotFileRoot="threePointsBending"/>
+
+    <Restart
+      name="restartOutput"/>
+  </Outputs>
+</Problem>
diff --git a/inputFiles/phaseField/benchmark/threePointsBending/PhaseFieldFracture_ThreePointsBending_smoke.xml b/inputFiles/phaseField/benchmark/threePointsBending/PhaseFieldFracture_ThreePointsBending_smoke.xml
new file mode 100644
index 00000000000..e70790c0da5
--- /dev/null
+++ b/inputFiles/phaseField/benchmark/threePointsBending/PhaseFieldFracture_ThreePointsBending_smoke.xml
@@ -0,0 +1,89 @@
+<?xml version="1.0" ?>
+
+<Problem>
+  <Included>
+    <File name="./PhaseFieldFracture_ThreePointsBending_base.xml"/>
+  </Included>
+
+  <Solvers
+    gravityVector="{ 0.0, 0.0, 0.0 }">
+    <PhaseFieldFracture
+      name="PhaseFieldSolve"
+      solidSolverName="SolidMechSolve"
+      damageSolverName="DamageSolve"
+      logLevel="1"
+      targetRegions="{ Region1 }">
+      <NonlinearSolverParameters
+        couplingType="Sequential"
+        lineSearchAction="None"
+        subcycling="0"/>
+    </PhaseFieldFracture>
+
+    <SolidMechanicsLagrangianFEM
+      name="SolidMechSolve"
+      logLevel="1"
+      discretization="FE1"
+      targetRegions="{ Region1 }">
+      <NonlinearSolverParameters
+        newtonMaxIter="200"
+        lineSearchAction="None"
+        newtonTol="1.0e-5"/>
+      <LinearSolverParameters
+        solverType="direct"
+        directParallel="0"/>
+    </SolidMechanicsLagrangianFEM>
+
+    <PhaseFieldDamageFEM
+      name="DamageSolve"
+      discretization="FE1"
+      timeIntegrationOption="SteadyState"
+      irreversibilityFlag="1"
+      damageUpperBound="0.95"
+      logLevel="1"
+      targetRegions="{ Region1 }">
+      <NonlinearSolverParameters
+        newtonMaxIter="200"
+        lineSearchAction="None"
+        newtonTol="1.0e-8"/>
+      <LinearSolverParameters
+        solverType="direct"
+        directParallel="0"/>
+    </PhaseFieldDamageFEM>
+  </Solvers>
+
+  <Mesh>
+    <VTKMesh
+      name="ThreePointsBending"
+      file="mesh/threePointsBendingSingleNotchCoarse.vtu"
+      nodesetNames="{ support_left_line, support_right_line, load_line_full_thickness, starter_notch_flank_nodes }"/>
+  </Mesh>
+
+  <Events
+    maxTime="600.0">
+    <PeriodicEvent
+      name="vtkOutput"
+      timeFrequency="300.0"
+      targetExactTimestep="1"
+      target="/Outputs/ThreePointsBending_VTKOutput"/>
+
+    <PeriodicEvent
+      name="solverApplication"
+      maxEventDt="50.0"
+      target="/Solvers/PhaseFieldSolve"/>
+
+    <PeriodicEvent
+      name="restarts"
+      timeFrequency="300.0"
+      targetExactTimestep="1"
+      target="/Outputs/restartOutput"/>
+  </Events>
+
+  <Outputs>
+    <VTK
+      name="ThreePointsBending_VTKOutput"
+      plotFileRoot="threePointsBending"/>
+
+    <Restart
+      name="restartOutput"/>
+  </Outputs>
+</Problem>
diff --git a/inputFiles/phaseField/benchmark/threePointsBending/mesh/threePointsBendingSingleNotchCoarse.vtu b/inputFiles/phaseField/benchmark/threePointsBending/mesh/threePointsBendingSingleNotchCoarse.vtu
new file mode 100644
index 00000000000..a4ecf81915a
--- /dev/null
+++ b/inputFiles/phaseField/benchmark/threePointsBending/mesh/threePointsBendingSingleNotchCoarse.vtu
@@ -0,0 +1,1443 @@
+<?xml version="1.0"?>
+<VTKFile type="UnstructuredGrid" version="0.1" byte_order="LittleEndian">
+  <UnstructuredGrid>
+    <Piece NumberOfPoints="1359" NumberOfCells="800">
+      <PointData>
+        <DataArray type="UInt32" Name="abaqus_node_id" format="ascii">
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+        </DataArray>
+      </Cells>
+    </Piece>
+  </UnstructuredGrid>
+</VTKFile>
diff --git a/inputFiles/phaseField/benchmark/threePointsBendingWithHoles/PhaseFieldFracture_ThreePointsBendWithHoles.ats b/inputFiles/phaseField/benchmark/threePointsBendingWithHoles/PhaseFieldFracture_ThreePointsBendWithHoles.ats
new file mode 100644
index 00000000000..3508ffe3a44
--- /dev/null
+++ b/inputFiles/phaseField/benchmark/threePointsBendingWithHoles/PhaseFieldFracture_ThreePointsBendWithHoles.ats
@@ -0,0 +1,17 @@
+from geos.ats.test_builder import TestDeck, RestartcheckParameters, generate_geos_tests
+
+restartcheck_params = {}
+restartcheck_params["atol"] = 1.0E-6
+restartcheck_params["rtol"] = 1.0E-5
+
+decks = [
+    TestDeck(
+        name="PhaseFieldFracture_ThreePointsBendWithHoles_smoke",
+        description="Smoke test for three-point bending phase-field fracture with holes",
+        partitions=((2, 2, 1),),
+        restart_step=0,
+        check_step=100,
+        restartcheck_params=RestartcheckParameters(**restartcheck_params)),
+]
+
+generate_geos_tests(decks)
diff --git a/inputFiles/phaseField/benchmark/threePointsBendingWithHoles/PhaseFieldFracture_ThreePointsBendWithHoles_base.xml b/inputFiles/phaseField/benchmark/threePointsBendingWithHoles/PhaseFieldFracture_ThreePointsBendWithHoles_base.xml
new file mode 100644
index 00000000000..a2f19f43b31
--- /dev/null
+++ b/inputFiles/phaseField/benchmark/threePointsBendingWithHoles/PhaseFieldFracture_ThreePointsBendWithHoles_base.xml
@@ -0,0 +1,125 @@
+<?xml version="1.0" ?>
+
+<Problem>
+  <FieldSpecifications>
+    <FieldSpecification
+      name="loadPointDisplacement"
+      fieldName="totalDisplacement"
+      component="1"
+      objectPath="nodeManager"
+      scale="4.0e-3"
+      functionName="loadRamp"
+      setNames="{ load_line_full_thickness }"/>
+
+    <FieldSpecification
+      name="yConstraints"
+      fieldName="totalDisplacement"
+      component="1"
+      objectPath="nodeManager"
+      scale="0.0"
+      setNames="{ support_left_line, support_right_line }"/>
+
+    <FieldSpecification
+      name="xConstraints"
+      fieldName="totalDisplacement"
+      component="0"
+      objectPath="nodeManager"
+      scale="0.0"
+      setNames="{ support_left_line }"/>
+
+    <FieldSpecification
+      name="zConstraints"
+      fieldName="totalDisplacement"
+      component="2"
+      objectPath="nodeManager"
+      scale="0.0"
+      setNames="{ midPlane }"/>
+
+    <FieldSpecification
+      name="contactDamageGuard"
+      fieldName="damage"
+      objectPath="nodeManager"
+      scale="0.0"
+      setNames="{ support_left_damage_guard, support_right_damage_guard, load_damage_guard }"/>
+
+    <FieldSpecification
+      name="separableFace"
+      initialCondition="1"
+      setNames="{ starter_notch_shared_face_nodes }"
+      objectPath="faceManager"
+      fieldName="isFaceSeparable"
+      scale="1"/>
+
+    <FieldSpecification
+      name="frac"
+      initialCondition="1"
+      setNames="{ starter_notch_shared_face_nodes }"
+      objectPath="faceManager"
+      fieldName="ruptureState"
+      scale="1"/>
+  </FieldSpecifications>
+
+  <Geometry>
+    <Box
+      name="midPlane"
+      xMin="{ -100.0, -100.0, -0.001 }"
+      xMax="{ 100.0, 100.0, 0.001 }"/>
+
+    <Box
+      name="support_left_damage_guard"
+      xMin="{ 0.50, -0.02, -0.051 }"
+      xMax="{ 1.50, 0.60, 0.051 }"/>
+
+    <Box
+      name="support_right_damage_guard"
+      xMin="{ 18.50, -0.02, -0.051 }"
+      xMax="{ 19.50, 0.60, 0.051 }"/>
+
+    <Box
+      name="load_damage_guard"
+      xMin="{ 9.50, 7.40, -0.051 }"
+      xMax="{ 10.50, 8.02, 0.051 }"/>
+  </Geometry>
+
+  <NumericalMethods>
+    <FiniteElements>
+      <FiniteElementSpace
+        name="FE1"
+        order="1"/>
+    </FiniteElements>
+  </NumericalMethods>
+
+  <ElementRegions>
+    <CellElementRegion
+      name="Region1"
+      cellBlocks="{ * }"
+      materialList="{ concrete }"/>
+
+    <SurfaceElementRegion
+      name="Fracture"
+      defaultAperture="1e-6"
+      materialList="{ concrete }"/>
+  </ElementRegions>
+
+  <Constitutive>
+    <DamageSpectralElasticIsotropic
+      name="concrete"
+      defaultDensity="1.0"
+      defaultBulkModulus="1.73333333e4"
+      defaultShearModulus="8e3"
+      lengthScale="0.025"
+      degradationLowerLimit="1e-4"
+      defaultCriticalFractureEnergy="1.0"
+      criticalStrainEnergy="0.0"
+      fractureModelType="Brittle"
+      localDissipationOption="Quadratic"/>
+  </Constitutive>
+
+  <Functions>
+    <TableFunction
+      name="loadRamp"
+      inputVarNames="{ time }"
+      coordinates="{ 0.0, 100 }"
+      values="{ 0.0, -100.0 }"/>
+  </Functions>
+</Problem>
diff --git a/inputFiles/phaseField/benchmark/threePointsBendingWithHoles/PhaseFieldFracture_ThreePointsBendWithHoles_benchmark.xml b/inputFiles/phaseField/benchmark/threePointsBendingWithHoles/PhaseFieldFracture_ThreePointsBendWithHoles_benchmark.xml
new file mode 100644
index 00000000000..153415d813d
--- /dev/null
+++ b/inputFiles/phaseField/benchmark/threePointsBendingWithHoles/PhaseFieldFracture_ThreePointsBendWithHoles_benchmark.xml
@@ -0,0 +1,119 @@
+<?xml version="1.0" ?>
+
+<Problem>
+  <Included>
+    <File name="./PhaseFieldFracture_ThreePointsBendWithHoles_base.xml"/>
+  </Included>
+
+  <Solvers
+    gravityVector="{ 0.0, 0.0, 0.0 }">
+    <PhaseFieldFracture
+      name="PhaseFieldSolve"
+      solidSolverName="SolidMechSolve"
+      damageSolverName="DamageSolve"
+      logLevel="1"
+      targetRegions="{ Region1 }">
+      <NonlinearSolverParameters
+        couplingType="Sequential"
+        lineSearchAction="None"
+        subcycling="0"/>
+    </PhaseFieldFracture>
+
+    <SolidMechanicsLagrangianFEM
+      name="SolidMechSolve"
+      logLevel="1"
+      discretization="FE1"
+      targetRegions="{ Region1 }">
+      <NonlinearSolverParameters
+        newtonMaxIter="200"
+        lineSearchAction="None"
+        newtonTol="1.0e-5"/>
+      <LinearSolverParameters
+        solverType="gmres"
+        krylovTol="1e-5"
+        preconditionerType="amg"/>
+    </SolidMechanicsLagrangianFEM>
+
+    <PhaseFieldDamageFEM
+      name="DamageSolve"
+      discretization="FE1"
+      timeIntegrationOption="SteadyState"
+      irreversibilityFlag="1"
+      damageUpperBound="0.95"
+      logLevel="1"
+      targetRegions="{ Region1 }">
+      <NonlinearSolverParameters
+        newtonMaxIter="200"
+        lineSearchAction="None"
+        newtonTol="1.0e-8"/>
+      <LinearSolverParameters
+        solverType="gmres"
+        preconditionerType="amg"/>
+    </PhaseFieldDamageFEM>
+
+    <SurfaceGenerator
+      name="SurfaceGen"
+      targetRegions="{ Region1 }"
+      initialRockToughness="0"
+      mpiCommOrder="1"/>
+  </Solvers>
+
+  <Mesh>
+    <VTKMesh
+      name="ThreePointsBendWithHoles"
+      file="../../../../../GEOSDATA/DataSets/PhaseField/threePointsBendWithHoles/threePointsBendingWithHoles.vtu"
+      nodesetNames="{ support_left_line, support_right_line, load_line_full_thickness, starter_notch_shared_face_nodes }"/>
+  </Mesh>
+
+  <Events
+    maxTime="67.23">
+    <SoloEvent
+      name="preFracture"
+      target="/Solvers/SurfaceGen"/>
+
+    <PeriodicEvent
+      name="vtkOutput0"
+      endTime="65.0"
+      cycleFrequency="50"
+      target="/Outputs/ThreePointsBendWithHoles_VTKOutput"/>
+    
+    <PeriodicEvent
+      name="vtkOutput1"
+      beginTime="65.0"
+      endTime="67.2"
+      cycleFrequency="20"
+      target="/Outputs/ThreePointsBendWithHoles_VTKOutput"/>
+    
+    <PeriodicEvent
+      name="vtkOutput2"
+      beginTime="67.2"
+      cycleFrequency="2"
+      target="/Outputs/ThreePointsBendWithHoles_VTKOutput"/>
+
+    <PeriodicEvent
+      name="solverApplication0"
+      endTime="65.0"
+      maxEventDt="0.1"
+      target="/Solvers/PhaseFieldSolve"/>
+
+    <PeriodicEvent
+      name="solverApplication1"
+      beginTime="65.0"
+      maxEventDt="0.001"
+      target="/Solvers/PhaseFieldSolve"/>
+
+    <PeriodicEvent
+      name="restarts"
+      cycleFrequency="100"
+      target="/Outputs/restartOutput"/>
+  </Events>
+
+  <Outputs>
+    <VTK
+      name="ThreePointsBendWithHoles_VTKOutput"
+      plotFileRoot="threePointsBendWithHoles"/>
+
+    <Restart
+      name="restartOutput"/>
+  </Outputs>
+</Problem>
diff --git a/inputFiles/phaseField/benchmark/threePointsBendingWithHoles/PhaseFieldFracture_ThreePointsBendWithHoles_smoke.xml b/inputFiles/phaseField/benchmark/threePointsBendingWithHoles/PhaseFieldFracture_ThreePointsBendWithHoles_smoke.xml
new file mode 100644
index 00000000000..7b62ecfe031
--- /dev/null
+++ b/inputFiles/phaseField/benchmark/threePointsBendingWithHoles/PhaseFieldFracture_ThreePointsBendWithHoles_smoke.xml
@@ -0,0 +1,99 @@
+<?xml version="1.0" ?>
+
+<Problem>
+  <Included>
+    <File name="./PhaseFieldFracture_ThreePointsBendWithHoles_base.xml"/>
+  </Included>
+
+  <Solvers
+    gravityVector="{ 0.0, 0.0, 0.0 }">
+    <PhaseFieldFracture
+      name="PhaseFieldSolve"
+      solidSolverName="SolidMechSolve"
+      damageSolverName="DamageSolve"
+      logLevel="1"
+      targetRegions="{ Region1 }">
+      <NonlinearSolverParameters
+        couplingType="Sequential"
+        lineSearchAction="None"
+        subcycling="0"/>
+    </PhaseFieldFracture>
+
+    <SolidMechanicsLagrangianFEM
+      name="SolidMechSolve"
+      logLevel="1"
+      discretization="FE1"
+      targetRegions="{ Region1 }">
+      <NonlinearSolverParameters
+        newtonMaxIter="200"
+        lineSearchAction="None"
+        newtonTol="1.0e-5"/>
+      <LinearSolverParameters
+        solverType="direct"
+        directParallel="0"/>
+    </SolidMechanicsLagrangianFEM>
+
+    <PhaseFieldDamageFEM
+      name="DamageSolve"
+      discretization="FE1"
+      timeIntegrationOption="SteadyState"
+      irreversibilityFlag="1"
+      damageUpperBound="0.95"
+      logLevel="1"
+      targetRegions="{ Region1 }">
+      <NonlinearSolverParameters
+        newtonMaxIter="200"
+        lineSearchAction="None"
+        newtonTol="1.0e-8"/>
+      <LinearSolverParameters
+        solverType="direct"
+        directParallel="0"/>
+    </PhaseFieldDamageFEM>
+
+    <SurfaceGenerator
+      name="SurfaceGen"
+      targetRegions="{ Region1 }"
+      initialRockToughness="0"
+      mpiCommOrder="1"/>
+  </Solvers>
+
+  <Mesh>
+    <VTKMesh
+      name="ThreePointsBendWithHoles"
+      file="mesh/threePointsBendingWithHolesCoarse.vtu"
+      nodesetNames="{ support_left_line, support_right_line, load_line_full_thickness, starter_notch_shared_face_nodes }"/>
+  </Mesh>
+
+  <Events
+    maxTime="100.0">
+    <SoloEvent
+      name="preFracture"
+      target="/Solvers/SurfaceGen"/>
+
+    <PeriodicEvent
+      name="vtkOutput"
+      timeFrequency="50.0"
+      targetExactTimestep="1"
+      target="/Outputs/ThreePointsBendWithHoles_VTKOutput"/>
+    
+    <PeriodicEvent
+      name="solverApplication"
+      maxEventDt="10.0"
+      target="/Solvers/PhaseFieldSolve"/>
+
+    <PeriodicEvent
+      name="restarts"
+      timeFrequency="50.0"
+      targetExactTimestep="1"
+      target="/Outputs/restartOutput"/>
+  </Events>
+
+  <Outputs>
+    <VTK
+      name="ThreePointsBendWithHoles_VTKOutput"
+      plotFileRoot="threePointsBendWithHoles"/>
+
+    <Restart
+      name="restartOutput"/>
+  </Outputs>
+</Problem>
diff --git a/inputFiles/phaseField/benchmark/threePointsBendingWithHoles/mesh/threePointsBendingWithHolesCoarse.vtu b/inputFiles/phaseField/benchmark/threePointsBendingWithHoles/mesh/threePointsBendingWithHolesCoarse.vtu
new file mode 100644
index 00000000000..5a20142d8e7
--- /dev/null
+++ b/inputFiles/phaseField/benchmark/threePointsBendingWithHoles/mesh/threePointsBendingWithHolesCoarse.vtu
@@ -0,0 +1,4394 @@
+<?xml version="1.0"?>
+<VTKFile type="UnstructuredGrid" version="0.1" byte_order="LittleEndian">
+  <UnstructuredGrid>
+    <Piece NumberOfPoints="4242" NumberOfCells="2682">
+      <PointData>
+        <DataArray type="UInt32" Name="abaqus_node_id" format="ascii">
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+          21416 21424 21432 21440 21448 21456
+        </DataArray>
+        <DataArray type="UInt8" Name="types" format="ascii">
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+          12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12
+          12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12
+          12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12
+          12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12
+          12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12
+          12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12
+          12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12
+          12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12
+          12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12
+          12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12
+          12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12
+          12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12
+          12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12
+          12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12
+          12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12
+          12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12
+          12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12
+          12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12
+          12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12
+          12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12
+          12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12
+          12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12
+          12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12
+          12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12
+          12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12
+          12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12
+          12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12
+          12 12 12 12 12 12 12 12 12 12 12 12
+        </DataArray>
+      </Cells>
+    </Piece>
+  </UnstructuredGrid>
+</VTKFile>
diff --git a/src/coreComponents/constitutive/solid/Damage.cpp b/src/coreComponents/constitutive/solid/Damage.cpp
index 525d6e0f0bf..77a0beca26a 100644
--- a/src/coreComponents/constitutive/solid/Damage.cpp
+++ b/src/coreComponents/constitutive/solid/Damage.cpp
@@ -48,10 +48,16 @@ Damage< BASE >::Damage( string const & name, Group * const parent ):
     setInputFlag( InputFlags::OPTIONAL ).
     setDescription( "The lower limit of the degradation function" );
 
-  this->registerWrapper( viewKeyStruct::extDrivingForceFlagString(), &m_extDrivingForceFlag ).
-    setApplyDefaultValue( 0 ).
+  this->registerWrapper( viewKeyStruct::fractureModelTypeString(), &m_fractureModelType ).
+    setApplyDefaultValue( FractureModelType::Brittle ).
     setInputFlag( InputFlags::OPTIONAL ).
-    setDescription( "Whether to have external driving force. Can be 0 or 1" );
+    setDescription( "Type of crack/fracture model. Can be Brittle, Cohesive, or Nucleation" );
+
+  this->registerWrapper( viewKeyStruct::localDissipationOptionString(), &m_localDissipationOption ).
+    setApplyDefaultValue( LocalDissipationOption::Linear ).
+    setInputFlag( InputFlags::OPTIONAL ).
+    setDescription( "Type of local dissipation function. Must match the damage solver's "
+                    "localDissipation option. Can be Linear or Quadratic" );
 
   this->registerWrapper( viewKeyStruct::defaultTensileStrengthString(), &m_defaultTensileStrength ).
     setApplyDefaultValue( 0.0 ).
@@ -76,7 +82,9 @@ Damage< BASE >::Damage( string const & name, Group * const parent ):
 
   this->template registerField< fields::solid::damageGrad >( &m_damageGrad );
 
-  this->template registerField< fields::solid::strainEnergyDensity >( &m_strainEnergyDensity );
+  this->template registerField< fields::solid::crackDrivingForce >( &m_crackDrivingForce );
+
+  this->template registerField< fields::solid::oldCrackDrivingForce >( &m_oldCrackDrivingForce );
 
   this->template registerField< fields::solid::volStrain >( &m_volStrain );
 
@@ -99,35 +107,25 @@ void Damage< BASE >::postInputInitialization()
 {
   BASE::postInputInitialization();
 
-  GEOS_ERROR_IF( m_extDrivingForceFlag != 0 && m_extDrivingForceFlag!= 1,
-                 "invalid external driving force flag option - must"
-                 " be 0 or 1",
+  GEOS_ERROR_IF( m_fractureModelType != FractureModelType::Brittle && m_localDissipationOption != LocalDissipationOption::Linear,
+                 "the Cohesive and Nucleation crack models are only supported with the Linear "
+                 "local dissipation option",
+                 this->getDataContext() );
+  GEOS_ERROR_IF( m_fractureModelType == FractureModelType::Cohesive && m_criticalStrainEnergy <= 0.0,
+                 "criticalStrainEnergy must be positive when the Cohesive crack model is used",
                  this->getDataContext() );
-  GEOS_ERROR_IF( m_extDrivingForceFlag == 1 && m_defaultTensileStrength <= 0.0,
+  GEOS_ERROR_IF( m_fractureModelType == FractureModelType::Nucleation && m_defaultTensileStrength <= 0.0,
                  "tensile strength must be input and positive when the"
-                 " external driving force flag is turned on",
+                 " Nucleation crack model is used",
                  this->getDataContext()  );
-  GEOS_ERROR_IF( m_extDrivingForceFlag == 1 && m_defaultCompressiveStrength  <= 0.0,
+  GEOS_ERROR_IF( m_fractureModelType == FractureModelType::Nucleation && m_defaultCompressiveStrength  <= 0.0,
                  "compressive strength must be input and positive when the"
-                 " external driving force flag is turned on",
+                 " Nucleation crack model is used",
                  this->getDataContext()  );
-  GEOS_ERROR_IF( m_extDrivingForceFlag == 1 && m_defaultDeltaCoefficient < 0.0,
+  GEOS_ERROR_IF( m_fractureModelType == FractureModelType::Nucleation && m_defaultDeltaCoefficient < 0.0,
                  "delta coefficient must be input and non-negative when the"
-                 " external driving force flag is turned on",
+                 " Nucleation crack model is used",
                  this->getDataContext()  );
-
-  // set results as array default values
-  this->template getField< fields::solid::criticalFractureEnergy >().
-    setApplyDefaultValue( m_defaultCriticalFractureEnergy );
-
-  this->template getField< fields::solid::tensileStrength >().
-    setApplyDefaultValue( m_defaultTensileStrength );
-
-  this->template getField< fields::solid::compressiveStrength >().
-    setApplyDefaultValue( m_defaultCompressiveStrength );
-
-  this->template getField< fields::solid::deltaCoefficient >().
-    setApplyDefaultValue( m_defaultDeltaCoefficient );
 }
 
 template< typename BASE >
@@ -136,7 +134,8 @@ void Damage< BASE >::allocateConstitutiveData( Group & parent, localIndex const
   m_newDamage.resize( 0, numPts );
   m_oldDamage.resize( 0, numPts );
   m_damageGrad.resize( 0, numPts, 3 );
-  m_strainEnergyDensity.resize( 0, numPts );
+  m_crackDrivingForce.resize( 0, numPts );
+  m_oldCrackDrivingForce.resize( 0, numPts );
   m_volStrain.resize( 0, numPts );
   m_extDrivingForce.resize( 0, numPts );
   m_biotCoefficient.resize( parent.size() );
@@ -145,6 +144,20 @@ void Damage< BASE >::allocateConstitutiveData( Group & parent, localIndex const
   m_compressiveStrength.resize( parent.size() );
   m_deltaCoefficient.resize( parent.size() );
 
+  // apply the defaults here, after resizing: setApplyDefaultValue() in postInputInitialization()
+  // runs before the arrays exist, so it has nothing to fill in.
+  this->template getField< fields::solid::criticalFractureEnergy >().
+    setApplyDefaultValue( m_defaultCriticalFractureEnergy );
+
+  this->template getField< fields::solid::tensileStrength >().
+    setApplyDefaultValue( m_defaultTensileStrength );
+
+  this->template getField< fields::solid::compressiveStrength >().
+    setApplyDefaultValue( m_defaultCompressiveStrength );
+
+  this->template getField< fields::solid::deltaCoefficient >().
+    setApplyDefaultValue( m_defaultDeltaCoefficient );
+
   BASE::allocateConstitutiveData( parent, numPts );
 }
 
@@ -158,12 +171,15 @@ void Damage< BASE >::saveConvergedState() const
 
   arrayView2d< real64 const > newDamage = m_newDamage;
   arrayView2d< real64 > oldDamage = m_oldDamage;
+  arrayView2d< real64 const > crackDrivingForce = m_crackDrivingForce;
+  arrayView2d< real64 > oldCrackDrivingForce = m_oldCrackDrivingForce;
 
   forAll< parallelDevicePolicy<> >( numE, [=] GEOS_HOST_DEVICE ( localIndex const k )
   {
     for( localIndex q = 0; q < numQ; ++q )
     {
       oldDamage( k, q ) = newDamage( k, q );
+      oldCrackDrivingForce( k, q ) = crackDrivingForce( k, q );
     }
   } );
 }
diff --git a/src/coreComponents/constitutive/solid/Damage.hpp b/src/coreComponents/constitutive/solid/Damage.hpp
index 84ed4e28024..b222285c77a 100644
--- a/src/coreComponents/constitutive/solid/Damage.hpp
+++ b/src/coreComponents/constitutive/solid/Damage.hpp
@@ -20,11 +20,9 @@
  *
  * In a phase-field for fracture model, the damage variable affects the Elasticity equation
  * with the degradation of the stresses. Instead of sigma = C : epsilon, we have sigma = g(d)*C:epsilon,
- * where g(d) is the degradation function. This degradation function can either be a quadratic one
- * (set LORENTZ 0) or a quasi-quadratic one (set LORENTZ 1). In general, the quadratic one will give you
- * brittle fracture behaviour. The quasi-quadratic one, combined with linear dissipation, will give you
- * cohesive fracture behaviour, with a user-defined critical stress. If you use quadratic dissipation in
- * your damage solver, set QUADRATIC_DISSIPATION to 1.
+ * where g(d) is the degradation function. The base Damage model uses a quadratic degradation
+ * function. DamageSpectral uses a quasi-quadratic one which, combined with linear dissipation,
+ * gives cohesive fracture behaviour with a user-defined critical stress.
  *
  * References:
  *
@@ -43,6 +41,7 @@
 #ifndef GEOS_CONSTITUTIVE_SOLID_DAMAGE_HPP_
 #define GEOS_CONSTITUTIVE_SOLID_DAMAGE_HPP_
 
+#include "common/format/EnumStrings.hpp"
 #include "constitutive/solid/SolidBase.hpp"
 #include "InvariantDecompositions.hpp"
 #include "ElasticIsotropic.hpp"
@@ -52,6 +51,30 @@ namespace geos
 namespace constitutive
 {
 
+/// Type of local dissipation function used by the phase-field damage solver.
+enum class LocalDissipationOption : integer
+{
+  Linear,
+  Quadratic,
+};
+
+ENUM_STRINGS( LocalDissipationOption,
+              "Linear",
+              "Quadratic" );
+
+/// Type of crack/fracture model used by the phase-field damage model.
+enum class FractureModelType : integer
+{
+  Brittle,
+  Cohesive,
+  Nucleation,
+};
+
+ENUM_STRINGS( FractureModelType,
+              "Brittle",
+              "Cohesive",
+              "Nucleation" );
+
 // DAMAGE MODEL UPDATES
 //
 // NOTE: This model uses the m_newStress array to represent the stress in an
@@ -73,14 +96,16 @@ class DamageUpdates : public UPDATE_BASE
   DamageUpdates( arrayView2d< real64 > const & inputNewDamage,
                  arrayView2d< real64 > const & inputOldDamage,
                  arrayView3d< real64 > const & inputDamageGrad,
-                 arrayView2d< real64 > const & inputStrainEnergyDensity,
+                 arrayView2d< real64 > const & inputCrackDrivingForce,
+                 arrayView2d< real64 > const & inputOldCrackDrivingForce,
                  arrayView2d< real64 > const & inputVolumetricStrain,
                  arrayView2d< real64 > const & inputExtDrivingForce,
                  real64 const & inputLengthScale,
                  arrayView1d< real64 > const & inputCriticalFractureEnergy,
                  real64 const & inputcriticalStrainEnergy,
                  real64 const & inputDegradationLowerLimit,
-                 integer const & inputExtDrivingForceFlag,
+                 FractureModelType const & inputFractureModelType,
+                 LocalDissipationOption const & inputLocalDissipationOption,
                  arrayView1d< real64 > const & inputTensileStrength,
                  arrayView1d< real64 > const & inputCompressiveStrength,
                  arrayView1d< real64 > const & inputDeltaCoefficient,
@@ -90,14 +115,16 @@ class DamageUpdates : public UPDATE_BASE
     m_newDamage( inputNewDamage ),
     m_oldDamage( inputOldDamage ),
     m_damageGrad( inputDamageGrad ),
-    m_strainEnergyDensity( inputStrainEnergyDensity ),
+    m_crackDrivingForce( inputCrackDrivingForce ),
+    m_oldCrackDrivingForce( inputOldCrackDrivingForce ),
     m_volStrain( inputVolumetricStrain ),
     m_extDrivingForce ( inputExtDrivingForce ),
     m_lengthScale( inputLengthScale ),
     m_criticalFractureEnergy( inputCriticalFractureEnergy ),
     m_criticalStrainEnergy( inputcriticalStrainEnergy ),
     m_degradationLowerLimit( inputDegradationLowerLimit ),
-    m_extDrivingForceFlag( inputExtDrivingForceFlag ),
+    m_fractureModelType( inputFractureModelType ),
+    m_localDissipationOption( inputLocalDissipationOption ),
     m_tensileStrength( inputTensileStrength ),
     m_compressiveStrength( inputCompressiveStrength ),
     m_deltaCoefficient( inputDeltaCoefficient ),
@@ -114,28 +141,33 @@ class DamageUpdates : public UPDATE_BASE
 
   using UPDATE_BASE::m_disableInelasticity;
 
-  //Standard quadratic degradation functions
+  //Degradation functions: quadratic (Brittle/Nucleation) or Lorentz-type rational (Cohesive,
+  //Geelen et al., 2019, CMAME; AT1-only, validated at input-parsing time).
 
   inline
   GEOS_HOST_DEVICE
   virtual real64 getDegradationValue( localIndex const k,
                                       localIndex const q ) const
   {
-    real64 pf;
+    real64 const pf = LvArray::math::max( LvArray::math::min( 1.0, m_newDamage( k, q )), 0.0 );
 
-    if( m_extDrivingForceFlag )
-    {
-      pf = LvArray::math::max( LvArray::math::min( 1.0, m_newDamage( k, q )), 0.0 );
-    }
-    else
+    switch( m_fractureModelType )
     {
-      pf = m_newDamage( k, q );
+      case FractureModelType::Cohesive:
+      {
+        real64 const m = 3*m_criticalFractureEnergy[k]/(8*m_lengthScale*m_criticalStrainEnergy);
+        real64 const p = 1;
+        return pow( 1 - pf, 2 ) / ( pow( 1 - pf, 2 ) + m*pf*(1 + p*pf) );
+      }
+      case FractureModelType::Brittle:
+      case FractureModelType::Nucleation:
+      default:
+      {
+        // Set a lower bound tolerance for the degradation
+        real64 const eps = m_degradationLowerLimit;
+        return ((1 - eps)*(1 - pf)*(1 - pf) + eps);
+      }
     }
-
-    // Set a lower bound tolerance for the degradation
-    real64 const eps = m_degradationLowerLimit;
-
-    return ((1 - eps)*(1 - pf)*(1 - pf) + eps);
   }
 
 
@@ -143,9 +175,19 @@ class DamageUpdates : public UPDATE_BASE
   GEOS_HOST_DEVICE
   virtual real64 getDegradationDerivative( localIndex const k, real64 const d ) const
   {
-    GEOS_UNUSED_VAR( k );
-
-    return -2*(1 - d);
+    switch( m_fractureModelType )
+    {
+      case FractureModelType::Cohesive:
+      {
+        real64 const m = 3*m_criticalFractureEnergy[k]/(8*m_lengthScale*m_criticalStrainEnergy);
+        real64 const p = 1;
+        return -m*(1 - d)*(1 + (2*p + 1)*d) / pow( pow( 1-d, 2 ) + m*d*(1+p*d), 2 );
+      }
+      case FractureModelType::Brittle:
+      case FractureModelType::Nucleation:
+      default:
+        return -2*(1 - d);
+    }
   }
 
 
@@ -153,9 +195,19 @@ class DamageUpdates : public UPDATE_BASE
   GEOS_HOST_DEVICE
   virtual real64 getDegradationSecondDerivative( localIndex const k, real64 const d ) const
   {
-    GEOS_UNUSED_VAR( k, d );
-
-    return 2.0;
+    switch( m_fractureModelType )
+    {
+      case FractureModelType::Cohesive:
+      {
+        real64 const m = 3*m_criticalFractureEnergy[k]/(8*m_lengthScale*m_criticalStrainEnergy);
+        real64 const p = 1;
+        return -2*m*( pow( d, 3 )*(2*m*p*p + m*p + 2*p + 1) + pow( d, 2 )*(-3*m*p*p -3*p) + d*(-3*m*p - 3) + (-m+p+2) )/pow( pow( 1-d, 2 ) + m*d*(1+p*d), 3 );
+      }
+      case FractureModelType::Brittle:
+      case FractureModelType::Nucleation:
+      default:
+        return 2.0;
+    }
   }
 
   //Damage dependence function on fluid pressure terms and its derivatives
@@ -249,7 +301,12 @@ class DamageUpdates : public UPDATE_BASE
 
     m_volStrain( k, q ) = traceOfStrain;
 
-    if( m_extDrivingForceFlag )
+    // update crack driving force history variable before stress is degraded below
+    real64 const sed = SolidBaseUpdates::getStrainEnergyDensity( k, q );
+
+    m_crackDrivingForce( k, q ) = fmax( sed, m_oldCrackDrivingForce( k, q ) );
+
+    if( m_fractureModelType == FractureModelType::Nucleation )
     {
       real64 stressP;
       real64 stressQ;
@@ -293,21 +350,12 @@ class DamageUpdates : public UPDATE_BASE
     stiffness.scaleParams( factor );
   }
 
-  // TODO: The code below assumes the strain energy density will never be
-  //       evaluated in a non-converged / garbage configuration.
 
   GEOS_HOST_DEVICE
-  virtual real64 getStrainEnergyDensity( localIndex const k,
-                                         localIndex const q ) const override
+  virtual real64 getCrackDrivingForce( localIndex const k,
+                                       localIndex const q ) const
   {
-    real64 const sed = SolidBaseUpdates::getStrainEnergyDensity( k, q );
-
-    if( sed > m_strainEnergyDensity( k, q ) )
-    {
-      m_strainEnergyDensity( k, q ) = sed;
-    }
-
-    return m_strainEnergyDensity( k, q );
+    return m_crackDrivingForce( k, q );
   }
 
   GEOS_HOST_DEVICE
@@ -334,17 +382,25 @@ class DamageUpdates : public UPDATE_BASE
   virtual real64 getEnergyThreshold( localIndex const k,
                                      localIndex const q ) const
   {
-    #if LORENTZ
-    return m_criticalStrainEnergy;
-    #else
-    if( m_extDrivingForceFlag )
-      return 3*m_criticalFractureEnergy[k]/(16 * m_lengthScale) + 0.5 * m_extDrivingForce( k, q );
-    else
-      return 3*m_criticalFractureEnergy[k]/(16 * m_lengthScale);
-
-    #endif
-
-
+    switch( m_fractureModelType )
+    {
+      case FractureModelType::Cohesive:
+        return m_criticalStrainEnergy;
+
+      case FractureModelType::Nucleation:
+        return 3*m_criticalFractureEnergy[k]/(16 * m_lengthScale) + 0.5 * m_extDrivingForce( k, q );
+
+      case FractureModelType::Brittle:
+      default:
+        switch( m_localDissipationOption )
+        {
+          case LocalDissipationOption::Linear:
+            return 3*m_criticalFractureEnergy[k]/(16 * m_lengthScale);
+          case LocalDissipationOption::Quadratic:
+          default:
+            return 0.0; // unused: AT2 (Quadratic) dissipation never reads the energy threshold
+        }
+    }
   }
 
   GEOS_HOST_DEVICE
@@ -359,6 +415,7 @@ class DamageUpdates : public UPDATE_BASE
   {
     ElasticIsotropicUpdates::saveConvergedState( k, q );
     m_oldDamage[k][q] = m_newDamage[k][q];
+    m_oldCrackDrivingForce[k][q] = m_crackDrivingForce[k][q];
   }
 
   /// The new damage value on all quadrature points
@@ -371,7 +428,10 @@ class DamageUpdates : public UPDATE_BASE
   arrayView3d< real64 > const m_damageGrad;
 
   /// The strain energy density to drive fracture at the quadrature point
-  arrayView2d< real64 > const m_strainEnergyDensity;
+  arrayView2d< real64 > const m_crackDrivingForce;
+
+  /// The crack driving force at the last converged state
+  arrayView2d< real64 > const m_oldCrackDrivingForce;
 
   /// The volumetric strain at the quadrature point
   arrayView2d< real64 > const m_volStrain;
@@ -391,8 +451,11 @@ class DamageUpdates : public UPDATE_BASE
   /// The lower limit of the degradation function
   real64 const m_degradationLowerLimit;
 
-  /// The flag to indicate if the external driving force is used for fracture nucleation
-  integer const m_extDrivingForceFlag;
+  /// The type of crack/fracture model (Brittle, Cohesive, or Nucleation)
+  FractureModelType const m_fractureModelType;
+
+  /// The type of local dissipation function used by the phase-field solver
+  LocalDissipationOption const m_localDissipationOption;
 
   /// A reference view to the tensile strength for each element
   arrayView1d< real64 > const m_tensileStrength;
@@ -436,20 +499,26 @@ class Damage : public BASE
 
   arrayView2d< real64 const > getExtDrivingForce() const { return m_extDrivingForce; }
 
+  FractureModelType getFractureModelType() const { return m_fractureModelType; }
+
+  LocalDissipationOption getLocalDissipationOption() const { return m_localDissipationOption; }
+
 
   KernelWrapper createKernelUpdates() const
   {
     return BASE::template createDerivedKernelUpdates< KernelWrapper >( m_newDamage.toView(),
                                                                        m_oldDamage.toView(),
                                                                        m_damageGrad.toView(),
-                                                                       m_strainEnergyDensity.toView(),
+                                                                       m_crackDrivingForce.toView(),
+                                                                       m_oldCrackDrivingForce.toView(),
                                                                        m_volStrain.toView(),
                                                                        m_extDrivingForce.toView(),
                                                                        m_lengthScale,
                                                                        m_criticalFractureEnergy.toView(),
                                                                        m_criticalStrainEnergy,
                                                                        m_degradationLowerLimit,
-                                                                       m_extDrivingForceFlag,
+                                                                       m_fractureModelType,
+                                                                       m_localDissipationOption,
                                                                        m_tensileStrength.toView(),
                                                                        m_compressiveStrength.toView(),
                                                                        m_deltaCoefficient.toView(),
@@ -466,8 +535,10 @@ class Damage : public BASE
     static constexpr char const * criticalStrainEnergyString() { return "criticalStrainEnergy"; }
     /// string/key for degradation lower limit
     static constexpr char const * degradationLowerLimitString() { return "degradationLowerLimit"; }
-    // string/key for c_e switch
-    static constexpr char const * extDrivingForceFlagString() { return "extDrivingForceFlag"; }
+    /// string/key for the crack/fracture model type
+    static constexpr char const * fractureModelTypeString() { return "fractureModelType"; }
+    /// string/key for the local dissipation option
+    static constexpr char const * localDissipationOptionString() { return "localDissipationOption"; }
     /// string/key for the default tensile strength
     static constexpr char const * defaultTensileStrengthString() { return "defaultTensileStrength"; }
     /// string/key for the default compressive strength
@@ -489,7 +560,10 @@ class Damage : public BASE
   array3d< real64 > m_damageGrad;
 
   /// The strain energy density to drive fracture at the quadrature point
-  array2d< real64 > m_strainEnergyDensity;
+  array2d< real64 > m_crackDrivingForce;
+
+  /// The crack driving force at the last converged state
+  array2d< real64 > m_oldCrackDrivingForce;
 
   /// The volumetric strain at the quadrature point
   array2d< real64 > m_volStrain;
@@ -509,8 +583,11 @@ class Damage : public BASE
   /// The lower limit of the degradation function
   real64 m_degradationLowerLimit;
 
-  /// The flag to indicate if the external driving force is used for fracture nucleation
-  integer m_extDrivingForceFlag;
+  /// The type of crack/fracture model (Brittle, Cohesive, or Nucleation)
+  FractureModelType m_fractureModelType;
+
+  /// The type of local dissipation function used by the phase-field solver
+  LocalDissipationOption m_localDissipationOption;
 
   /// The default value of the tensile strength
   real64 m_defaultTensileStrength;
diff --git a/src/coreComponents/constitutive/solid/DamageSpectral.cpp b/src/coreComponents/constitutive/solid/DamageSpectral.cpp
index 45d6631ebb8..7eefac31fce 100644
--- a/src/coreComponents/constitutive/solid/DamageSpectral.cpp
+++ b/src/coreComponents/constitutive/solid/DamageSpectral.cpp
@@ -32,7 +32,21 @@ namespace constitutive
 template< typename BASE >
 DamageSpectral< BASE >::DamageSpectral( string const & name, Group * const parent ):
   Damage< BASE >( name, parent )
-{}
+{
+  // Preserve historical behavior: DamageSpectral defaults to the Cohesive degradation function.
+  this->template getWrapper< FractureModelType >( Damage< BASE >::viewKeyStruct::fractureModelTypeString() ).
+    setApplyDefaultValue( FractureModelType::Cohesive );
+}
+
+template< typename BASE >
+void DamageSpectral< BASE >::postInputInitialization()
+{
+  Damage< BASE >::postInputInitialization();
+
+  GEOS_ERROR_IF( this->getFractureModelType() == FractureModelType::Nucleation,
+                 "the Nucleation crack model is not supported with the Spectral split",
+                 this->getDataContext() );
+}
 
 typedef DamageSpectral< ElasticIsotropic > DamageSpectralElasticIsotropic;
 
diff --git a/src/coreComponents/constitutive/solid/DamageSpectral.hpp b/src/coreComponents/constitutive/solid/DamageSpectral.hpp
index 689d2289d92..c6861d40da9 100644
--- a/src/coreComponents/constitutive/solid/DamageSpectral.hpp
+++ b/src/coreComponents/constitutive/solid/DamageSpectral.hpp
@@ -27,8 +27,6 @@
 #include "SolidBase.hpp"
 #include "SolidModelDiscretizationOpsFullyAnisotropic.hpp"
 
-#define QUADRATIC_DISSIPATION 0
-
 namespace geos
 {
 namespace constitutive
@@ -42,21 +40,24 @@ class DamageSpectralUpdates : public DamageUpdates< UPDATE_BASE >
   DamageSpectralUpdates( arrayView2d< real64 > const & inputNewDamage,
                          arrayView2d< real64 > const & inputOldDamage,
                          arrayView3d< real64 > const & inputDamageGrad,
-                         arrayView2d< real64 > const & inputStrainEnergyDensity,
+                         arrayView2d< real64 > const & inputCrackDrivingForce,
+                         arrayView2d< real64 > const & inputOldCrackDrivingForce,
                          arrayView2d< real64 > const & inputVolumetricStrain,
                          arrayView2d< real64 > const & inputExtDrivingForce,
                          real64 const & inputLengthScale,
                          arrayView1d< real64 > const & inputCriticalFractureEnergy,
                          real64 const & inputcriticalStrainEnergy,
                          real64 const & inputDegradationLowerLimit,
-                         int const & inputExtDrivingForceFlag,
+                         FractureModelType const & inputFractureModelType,
+                         LocalDissipationOption const & inputLocalDissipationOption,
                          arrayView1d< real64 > const & inputTensileStrength,
                          arrayView1d< real64 > const & inputCompressiveStrength,
                          arrayView1d< real64 > const & inputDeltaCoefficient,
                          arrayView1d< real64 > const & inputBiotCoefficient,
                          PARAMS && ... baseParams ):
-    DamageUpdates< UPDATE_BASE >( inputNewDamage, inputOldDamage, inputDamageGrad, inputStrainEnergyDensity, inputVolumetricStrain, inputExtDrivingForce, inputLengthScale,
-                                  inputCriticalFractureEnergy, inputcriticalStrainEnergy, inputDegradationLowerLimit, inputExtDrivingForceFlag,
+    DamageUpdates< UPDATE_BASE >( inputNewDamage, inputOldDamage, inputDamageGrad, inputCrackDrivingForce, inputOldCrackDrivingForce, inputVolumetricStrain, inputExtDrivingForce, inputLengthScale,
+                                  inputCriticalFractureEnergy, inputcriticalStrainEnergy, inputDegradationLowerLimit, inputFractureModelType,
+                                  inputLocalDissipationOption,
                                   inputTensileStrength, inputCompressiveStrength, inputDeltaCoefficient, inputBiotCoefficient,
                                   std::forward< PARAMS >( baseParams )... )
   {}
@@ -65,13 +66,10 @@ class DamageSpectralUpdates : public DamageUpdates< UPDATE_BASE >
 
   using DamageUpdates< UPDATE_BASE >::smallStrainUpdate;
   using DamageUpdates< UPDATE_BASE >::saveConvergedState;
-
   using DamageUpdates< UPDATE_BASE >::getDegradationValue;
-  using DamageUpdates< UPDATE_BASE >::getDegradationDerivative;
-  using DamageUpdates< UPDATE_BASE >::getDegradationSecondDerivative;
-  using DamageUpdates< UPDATE_BASE >::getEnergyThreshold;
 
-  using DamageUpdates< UPDATE_BASE >::m_strainEnergyDensity;
+  using DamageUpdates< UPDATE_BASE >::m_crackDrivingForce;
+  using DamageUpdates< UPDATE_BASE >::m_oldCrackDrivingForce;
   using DamageUpdates< UPDATE_BASE >::m_volStrain;
   using DamageUpdates< UPDATE_BASE >::m_criticalStrainEnergy;
   using DamageUpdates< UPDATE_BASE >::m_extDrivingForce;
@@ -80,7 +78,8 @@ class DamageSpectralUpdates : public DamageUpdates< UPDATE_BASE >
   using DamageUpdates< UPDATE_BASE >::m_newDamage;
   using DamageUpdates< UPDATE_BASE >::m_oldDamage;
   using DamageUpdates< UPDATE_BASE >::m_damageGrad;
-  using DamageUpdates< UPDATE_BASE >::m_extDrivingForceFlag;
+  using DamageUpdates< UPDATE_BASE >::m_fractureModelType;
+  using DamageUpdates< UPDATE_BASE >::m_localDissipationOption;
   using DamageUpdates< UPDATE_BASE >::m_tensileStrength;
   using DamageUpdates< UPDATE_BASE >::m_compressiveStrength;
   using DamageUpdates< UPDATE_BASE >::m_deltaCoefficient;
@@ -91,51 +90,6 @@ class DamageSpectralUpdates : public DamageUpdates< UPDATE_BASE >
   using UPDATE_BASE::m_bulkModulus;  // TODO: model below strongly assumes iso elasticity, templating not so useful
   using UPDATE_BASE::m_shearModulus;
 
-  // Lorentz type degradation functions
-
-  inline
-  GEOS_HOST_DEVICE
-  virtual real64 getDegradationValue( localIndex const k,
-                                      localIndex const q ) const override
-  {
-    #if QUADRATIC_DISSIPATION
-    real64 m = m_criticalFractureEnergy[k]/(2*m_lengthScale*m_criticalStrainEnergy);
-    #else
-    real64 m = 3*m_criticalFractureEnergy[k]/(8*m_lengthScale*m_criticalStrainEnergy);
-    #endif
-    real64 p = 1;
-    return pow( 1 - m_newDamage( k, q ), 2 ) /( pow( 1 - m_newDamage( k, q ), 2 ) + m * m_newDamage( k, q ) * (1 + p*m_newDamage( k, q )) );
-  }
-
-
-  inline
-  GEOS_HOST_DEVICE
-  virtual real64 getDegradationDerivative( localIndex const k, real64 const d ) const override
-  {
-    #if QUADRATIC_DISSIPATION
-    real64 m = m_criticalFractureEnergy[k]/(2*m_lengthScale*m_criticalStrainEnergy);
-    #else
-    real64 m = 3*m_criticalFractureEnergy[k]/(8*m_lengthScale*m_criticalStrainEnergy);
-    #endif
-    real64 p = 1;
-    return -m*(1 - d)*(1 + (2*p + 1)*d) / pow( pow( 1-d, 2 ) + m*d*(1+p*d), 2 );
-  }
-
-
-  inline
-  GEOS_HOST_DEVICE
-  virtual real64 getDegradationSecondDerivative( localIndex const k, real64 const d ) const override
-  {
-    #if QUADRATIC_DISSIPATION
-    real64 m = m_criticalFractureEnergy[k]/(2*m_lengthScale*m_criticalStrainEnergy);
-    #else
-    real64 m = 3*m_criticalFractureEnergy[k]/(8*m_lengthScale*m_criticalStrainEnergy);
-    #endif
-    real64 p = 1;
-    return -2*m*( pow( d, 3 )*(2*m*p*p + m*p + 2*p + 1) + pow( d, 2 )*(-3*m*p*p -3*p) + d*(-3*m*p - 3) + (-m+p+2) )/pow( pow( 1-d, 2 ) + m*d*(1+p*d), 3 );
-  }
-
-
   GEOS_HOST_DEVICE
   void smallStrainUpdate( localIndex const k,
                           localIndex const q,
@@ -250,10 +204,7 @@ class DamageSpectralUpdates : public DamageUpdates< UPDATE_BASE >
 
     real64 const sed = 0.5 * lambda * tracePlus * tracePlus + mu * doubleContraction( positivePartOfStrain, positivePartOfStrain );
 
-    if( sed > m_strainEnergyDensity( k, q ) )
-    {
-      m_strainEnergyDensity( k, q ) = sed;
-    }
+    m_crackDrivingForce( k, q ) = fmax( sed, m_oldCrackDrivingForce( k, q ) );
   }
 
 
@@ -268,24 +219,6 @@ class DamageSpectralUpdates : public DamageUpdates< UPDATE_BASE >
     smallStrainUpdate( k, q, timeIncrement, strainIncrement, stress, stiffness.m_c );
   }
 
-  GEOS_HOST_DEVICE
-  virtual real64 getStrainEnergyDensity( localIndex const k,
-                                         localIndex const q ) const override final
-  {
-    return m_strainEnergyDensity( k, q );
-  }
-
-
-  GEOS_HOST_DEVICE
-  virtual real64 getEnergyThreshold( localIndex const k,
-                                     localIndex const q ) const override final
-  {
-    GEOS_UNUSED_VAR( k );
-    GEOS_UNUSED_VAR( q );
-
-    return m_criticalStrainEnergy;
-  }
-
 };
 
 
@@ -299,14 +232,16 @@ class DamageSpectral : public Damage< BASE >
   using Damage< BASE >::m_newDamage;
   using Damage< BASE >::m_oldDamage;
   using Damage< BASE >::m_damageGrad;
-  using Damage< BASE >::m_strainEnergyDensity;
+  using Damage< BASE >::m_crackDrivingForce;
+  using Damage< BASE >::m_oldCrackDrivingForce;
   using Damage< BASE >::m_volStrain;
   using Damage< BASE >::m_extDrivingForce;
   using Damage< BASE >::m_criticalFractureEnergy;
   using Damage< BASE >::m_lengthScale;
   using Damage< BASE >::m_criticalStrainEnergy;
   using Damage< BASE >::m_degradationLowerLimit;
-  using Damage< BASE >::m_extDrivingForceFlag;
+  using Damage< BASE >::m_fractureModelType;
+  using Damage< BASE >::m_localDissipationOption;
   using Damage< BASE >::m_tensileStrength;
   using Damage< BASE >::m_compressiveStrength;
   using Damage< BASE >::m_deltaCoefficient;
@@ -318,20 +253,23 @@ class DamageSpectral : public Damage< BASE >
   static string catalogName() { return string( "DamageSpectral" ) + BASE::catalogName(); }
   virtual string getCatalogName() const override { return catalogName(); }
 
+  virtual void postInputInitialization() override;
 
   KernelWrapper createKernelUpdates() const
   {
     return BASE::template createDerivedKernelUpdates< KernelWrapper >( m_newDamage.toView(),
                                                                        m_oldDamage.toView(),
                                                                        m_damageGrad.toView(),
-                                                                       m_strainEnergyDensity.toView(),
+                                                                       m_crackDrivingForce.toView(),
+                                                                       m_oldCrackDrivingForce.toView(),
                                                                        m_volStrain.toView(),
                                                                        m_extDrivingForce.toView(),
                                                                        m_lengthScale,
                                                                        m_criticalFractureEnergy.toView(),
                                                                        m_criticalStrainEnergy,
                                                                        m_degradationLowerLimit,
-                                                                       m_extDrivingForceFlag,
+                                                                       m_fractureModelType,
+                                                                       m_localDissipationOption,
                                                                        m_tensileStrength.toView(),
                                                                        m_compressiveStrength.toView(),
                                                                        m_deltaCoefficient.toView(),
diff --git a/src/coreComponents/constitutive/solid/DamageVolDev.cpp b/src/coreComponents/constitutive/solid/DamageVolDev.cpp
index 0aa0e6983c8..09dd714f45a 100644
--- a/src/coreComponents/constitutive/solid/DamageVolDev.cpp
+++ b/src/coreComponents/constitutive/solid/DamageVolDev.cpp
@@ -34,6 +34,16 @@ DamageVolDev< BASE >::DamageVolDev( string const & name, Group * const parent ):
   Damage< BASE >( name, parent )
 {}
 
+template< typename BASE >
+void DamageVolDev< BASE >::postInputInitialization()
+{
+  Damage< BASE >::postInputInitialization();
+
+  GEOS_ERROR_IF( this->getFractureModelType() == FractureModelType::Nucleation,
+                 "the Nucleation crack model is not supported with the Vol-dev split",
+                 this->getDataContext() );
+}
+
 typedef DamageVolDev< ElasticIsotropic > DamageVolDevElasticIsotropic;
 
 REGISTER_CATALOG_ENTRY( ConstitutiveBase, DamageVolDevElasticIsotropic, string const &, Group * const )
diff --git a/src/coreComponents/constitutive/solid/DamageVolDev.hpp b/src/coreComponents/constitutive/solid/DamageVolDev.hpp
index cad75993cbd..1c990aee9b2 100644
--- a/src/coreComponents/constitutive/solid/DamageVolDev.hpp
+++ b/src/coreComponents/constitutive/solid/DamageVolDev.hpp
@@ -38,21 +38,24 @@ class DamageVolDevUpdates : public DamageUpdates< UPDATE_BASE >
   DamageVolDevUpdates( arrayView2d< real64 > const & inputNewDamage,
                        arrayView2d< real64 > const & inputOldDamage,
                        arrayView3d< real64 > const & inputDamageGrad,
-                       arrayView2d< real64 > const & inputStrainEnergyDensity,
+                       arrayView2d< real64 > const & inputCrackDrivingForce,
+                       arrayView2d< real64 > const & inputOldCrackDrivingForce,
                        arrayView2d< real64 > const & inputVolumetricStrain,
                        arrayView2d< real64 > const & inputExtDrivingForce,
                        real64 const & inputLengthScale,
                        arrayView1d< real64 > const & inputCriticalFractureEnergy,
                        real64 const & inputcriticalStrainEnergy,
                        real64 const & inputDegradationLowerLimit,
-                       int const & inputExtDrivingForceFlag,
+                       FractureModelType const & inputFractureModelType,
+                       LocalDissipationOption const & inputLocalDissipationOption,
                        arrayView1d< real64 > const & inputTensileStrength,
                        arrayView1d< real64 > const & inputCompressiveStrength,
                        arrayView1d< real64 > const & inputDeltaCoefficient,
                        arrayView1d< real64 > const & inputBiotCoefficient,
                        PARAMS && ... baseParams ):
-    DamageUpdates< UPDATE_BASE >( inputNewDamage, inputOldDamage, inputDamageGrad, inputStrainEnergyDensity, inputVolumetricStrain, inputExtDrivingForce, inputLengthScale,
-                                  inputCriticalFractureEnergy, inputcriticalStrainEnergy, inputDegradationLowerLimit, inputExtDrivingForceFlag,
+    DamageUpdates< UPDATE_BASE >( inputNewDamage, inputOldDamage, inputDamageGrad, inputCrackDrivingForce, inputOldCrackDrivingForce, inputVolumetricStrain, inputExtDrivingForce, inputLengthScale,
+                                  inputCriticalFractureEnergy, inputcriticalStrainEnergy, inputDegradationLowerLimit, inputFractureModelType,
+                                  inputLocalDissipationOption,
                                   inputTensileStrength, inputCompressiveStrength, inputDeltaCoefficient, inputBiotCoefficient,
                                   std::forward< PARAMS >( baseParams )... )
   {}
@@ -63,11 +66,9 @@ class DamageVolDevUpdates : public DamageUpdates< UPDATE_BASE >
   using DamageUpdates< UPDATE_BASE >::saveConvergedState;
 
   using DamageUpdates< UPDATE_BASE >::getDegradationValue;
-  using DamageUpdates< UPDATE_BASE >::getDegradationDerivative;
-  using DamageUpdates< UPDATE_BASE >::getDegradationSecondDerivative;
-  using DamageUpdates< UPDATE_BASE >::getEnergyThreshold;
 
-  using DamageUpdates< UPDATE_BASE >::m_strainEnergyDensity;
+  using DamageUpdates< UPDATE_BASE >::m_crackDrivingForce;
+  using DamageUpdates< UPDATE_BASE >::m_oldCrackDrivingForce;
   using DamageUpdates< UPDATE_BASE >::m_volStrain;
   using DamageUpdates< UPDATE_BASE >::m_criticalStrainEnergy;
   using DamageUpdates< UPDATE_BASE >::m_extDrivingForce;
@@ -76,7 +77,8 @@ class DamageVolDevUpdates : public DamageUpdates< UPDATE_BASE >
   using DamageUpdates< UPDATE_BASE >::m_newDamage;
   using DamageUpdates< UPDATE_BASE >::m_oldDamage;
   using DamageUpdates< UPDATE_BASE >::m_damageGrad;
-  using DamageUpdates< UPDATE_BASE >::m_extDrivingForceFlag;
+  using DamageUpdates< UPDATE_BASE >::m_fractureModelType;
+  using DamageUpdates< UPDATE_BASE >::m_localDissipationOption;
   using DamageUpdates< UPDATE_BASE >::m_tensileStrength;
   using DamageUpdates< UPDATE_BASE >::m_compressiveStrength;
   using DamageUpdates< UPDATE_BASE >::m_deltaCoefficient;
@@ -138,7 +140,6 @@ class DamageVolDevUpdates : public DamageUpdates< UPDATE_BASE >
                                        stress );
 
     // update strain energy density
-    // TODO: refactor as a proper history variable update.  the code below doesn't allow for rewinds.
 
     real64 sed = 0.5 * (stressQ * devStrain) / factor;
 
@@ -147,17 +148,7 @@ class DamageVolDevUpdates : public DamageUpdates< UPDATE_BASE >
       sed += 0.5 * (stressP * volStrain) / factor;
     }
 
-    if( sed > m_strainEnergyDensity( k, q ) )
-    {
-      m_strainEnergyDensity( k, q ) = sed;
-    }
-  }
-
-  GEOS_HOST_DEVICE
-  virtual real64 getStrainEnergyDensity( localIndex const k,
-                                         localIndex const q ) const override final
-  {
-    return m_strainEnergyDensity( k, q );
+    m_crackDrivingForce( k, q ) = fmax( sed, m_oldCrackDrivingForce( k, q ) );
   }
 
 };
@@ -173,14 +164,16 @@ class DamageVolDev : public Damage< BASE >
   using Damage< BASE >::m_newDamage;
   using Damage< BASE >::m_oldDamage;
   using Damage< BASE >::m_damageGrad;
-  using Damage< BASE >::m_strainEnergyDensity;
+  using Damage< BASE >::m_crackDrivingForce;
+  using Damage< BASE >::m_oldCrackDrivingForce;
   using Damage< BASE >::m_volStrain;
   using Damage< BASE >::m_extDrivingForce;
   using Damage< BASE >::m_criticalFractureEnergy;
   using Damage< BASE >::m_lengthScale;
   using Damage< BASE >::m_criticalStrainEnergy;
   using Damage< BASE >::m_degradationLowerLimit;
-  using Damage< BASE >::m_extDrivingForceFlag;
+  using Damage< BASE >::m_fractureModelType;
+  using Damage< BASE >::m_localDissipationOption;
   using Damage< BASE >::m_tensileStrength;
   using Damage< BASE >::m_compressiveStrength;
   using Damage< BASE >::m_deltaCoefficient;
@@ -192,20 +185,23 @@ class DamageVolDev : public Damage< BASE >
   static string catalogName() { return string( "DamageVolDev" ) + BASE::catalogName(); }
   virtual string getCatalogName() const override { return catalogName(); }
 
+  virtual void postInputInitialization() override;
 
   KernelWrapper createKernelUpdates() const
   {
     return BASE::template createDerivedKernelUpdates< KernelWrapper >( m_newDamage.toView(),
                                                                        m_oldDamage.toView(),
                                                                        m_damageGrad.toView(),
-                                                                       m_strainEnergyDensity.toView(),
+                                                                       m_crackDrivingForce.toView(),
+                                                                       m_oldCrackDrivingForce.toView(),
                                                                        m_volStrain.toView(),
                                                                        m_extDrivingForce.toView(),
                                                                        m_lengthScale,
                                                                        m_criticalFractureEnergy.toView(),
                                                                        m_criticalStrainEnergy,
                                                                        m_degradationLowerLimit,
-                                                                       m_extDrivingForceFlag,
+                                                                       m_fractureModelType,
+                                                                       m_localDissipationOption,
                                                                        m_tensileStrength.toView(),
                                                                        m_compressiveStrength.toView(),
                                                                        m_deltaCoefficient.toView(),
diff --git a/src/coreComponents/constitutive/solid/SolidFields.hpp b/src/coreComponents/constitutive/solid/SolidFields.hpp
index 8ed466eadc7..bfb1eda4c51 100644
--- a/src/coreComponents/constitutive/solid/SolidFields.hpp
+++ b/src/coreComponents/constitutive/solid/SolidFields.hpp
@@ -154,13 +154,21 @@ DECLARE_FIELD( damageGrad,
                WRITE_AND_READ,
                "Material damage gradient" );
 
-DECLARE_FIELD( strainEnergyDensity,
-               "strainEnergyDensity",
+DECLARE_FIELD( crackDrivingForce,
+               "crackDrivingForce",
                array2d< real64 >,
                0,
                LEVEL_0,
                WRITE_AND_READ,
-               "Material strain energy density" );
+               "Material crack driving force" );
+
+DECLARE_FIELD( oldCrackDrivingForce,
+               "oldCrackDrivingForce",
+               array2d< real64 >,
+               0,
+               NOPLOT,
+               WRITE_AND_READ,
+               "Material crack driving force at the last converged state" );
 
 DECLARE_FIELD( volStrain,
                "volStrain",
diff --git a/src/coreComponents/physicsSolvers/multiphysics/PhaseFieldFractureSolver.cpp b/src/coreComponents/physicsSolvers/multiphysics/PhaseFieldFractureSolver.cpp
index 751dd7dea77..d074347611f 100644
--- a/src/coreComponents/physicsSolvers/multiphysics/PhaseFieldFractureSolver.cpp
+++ b/src/coreComponents/physicsSolvers/multiphysics/PhaseFieldFractureSolver.cpp
@@ -20,28 +20,22 @@
 
 #include "PhaseFieldFractureSolver.hpp"
 
-#include "discretizationMethods/NumericalMethodsManager.hpp"
-#include "fieldSpecification/TractionBoundaryCondition.hpp"
+#include "constitutive/ConstitutivePassThru.hpp"
 #include "finiteElement/FiniteElementDispatch.hpp"
 #include "mesh/DomainPartition.hpp"
-#include "mesh/utilities/ComputationalGeometry.hpp"
 
 namespace geos
 {
 
 using namespace dataRepository;
 using namespace constitutive;
+using namespace fields;
 
 PhaseFieldFractureSolver::PhaseFieldFractureSolver( const string & name,
                                                     Group * const parent ):
   Base( name, parent )
 {}
 
-PhaseFieldFractureSolver::~PhaseFieldFractureSolver()
-{
-  // TODO Auto-generated destructor stub
-}
-
 void PhaseFieldFractureSolver::postInputInitialization()
 {
   Base::postInputInitialization();
@@ -52,57 +46,60 @@ void PhaseFieldFractureSolver::postInputInitialization()
 
 void PhaseFieldFractureSolver::mapSolutionBetweenSolvers( DomainPartition & domain, integer const solverType )
 {
+  GEOS_MARK_FUNCTION;
+
+  if( solverType == static_cast< integer >( SolverType::Damage ) )
+  {
+    mapDamageToQuadrature( domain );
+  }
+}
 
+void PhaseFieldFractureSolver::mapDamageToQuadrature( DomainPartition & domain )
+{
   GEOS_MARK_FUNCTION;
-  if( solverType ==  static_cast< integer >( SolverType::Damage ) )
+
+  forDiscretizationOnMeshTargets( domain.getMeshBodies(), [&] ( string const &,
+                                                                MeshLevel & mesh,
+                                                                string_array const & regionNames )
   {
-    forDiscretizationOnMeshTargets( domain.getMeshBodies(), [&] ( string const &,
-                                                                  MeshLevel & mesh,
-                                                                  string_array const & regionNames )
-    {
-      NodeManager & nodeManager = mesh.getNodeManager();
+    NodeManager & nodeManager = mesh.getNodeManager();
 
-      string const & damageFieldName = damageSolver()->getFieldName();
+    string const & discretizationName = damageSolver()->getDiscretizationName();
 
-      string const & discretizationName = damageSolver()->getDiscretizationName();
+    arrayView1d< real64 const > const nodalDamage = nodeManager.getField< phaseField::damage >();
 
-      //should get reference to damage field here.
-      arrayView1d< real64 const > const nodalDamage = nodeManager.getReference< array1d< real64 > >( damageFieldName );
+    ElementRegionManager & elemManager = mesh.getElemManager();
 
-      ElementRegionManager & elemManager = mesh.getElemManager();
+    elemManager.forElementSubRegions< CellElementSubRegion >( regionNames, [discretizationName, nodalDamage]
+                                                                ( localIndex const,
+                                                                CellElementSubRegion & elementSubRegion )
+    {
+      string const & solidModelName = elementSubRegion.getReference< string >( SolidMechanicsLagrangianFEM::viewKeyStruct::solidMaterialNamesString());
+      constitutive::SolidBase &
+      solidModel = elementSubRegion.getConstitutiveModel< constitutive::SolidBase >( solidModelName );
 
-      // begin region loop
-      elemManager.forElementSubRegions< CellElementSubRegion >( regionNames, [discretizationName, nodalDamage]
-                                                                  ( localIndex const,
-                                                                  CellElementSubRegion & elementSubRegion )
+      ConstitutivePassThru< DamageBase >::execute( solidModel, [&elementSubRegion, discretizationName, nodalDamage]( auto & damageModel )
       {
-        string const & solidModelName = elementSubRegion.getReference< string >( SolidMechanicsLagrangianFEM::viewKeyStruct::solidMaterialNamesString());
-        constitutive::SolidBase &
-        solidModel = elementSubRegion.getConstitutiveModel< constitutive::SolidBase >( solidModelName );
+        using CONSTITUTIVE_TYPE = TYPEOFREF( damageModel );
+        typename CONSTITUTIVE_TYPE::KernelWrapper constitutiveUpdate = damageModel.createKernelUpdates();
 
-        ConstitutivePassThru< DamageBase >::execute( solidModel, [&elementSubRegion, discretizationName, nodalDamage]( auto & damageModel )
-        {
-          using CONSTITUTIVE_TYPE = TYPEOFREF( damageModel );
-          typename CONSTITUTIVE_TYPE::KernelWrapper constitutiveUpdate = damageModel.createKernelUpdates();
-
-          arrayView2d< real64 > const damageFieldOnMaterial = constitutiveUpdate.m_newDamage;
-          arrayView2d< localIndex const, cells::NODE_MAP_USD > const elemToNodes = elementSubRegion.nodeList();
+        arrayView2d< real64 > const damageFieldOnMaterial = constitutiveUpdate.m_newDamage;
+        arrayView2d< localIndex const, cells::NODE_MAP_USD > const elemToNodes = elementSubRegion.nodeList();
 
-          finiteElement::FiniteElementBase const &
-          fe = elementSubRegion.getReference< finiteElement::FiniteElementBase >( discretizationName );
+        finiteElement::FiniteElementBase const &
+        fe = elementSubRegion.getReference< finiteElement::FiniteElementBase >( discretizationName );
 
-          finiteElement::FiniteElementDispatchHandler< ALL_FE_TYPES >::dispatch3D( fe, [=, &elementSubRegion] ( auto & finiteElement )
-          {
-            using FE_TYPE = TYPEOFREF( finiteElement );
+        finiteElement::FiniteElementDispatchHandler< ALL_FE_TYPES >::dispatch3D( fe, [=, &elementSubRegion] ( auto & finiteElement )
+        {
+          using FE_TYPE = TYPEOFREF( finiteElement );
 
-            DamageInterpolationKernel< FE_TYPE > interpolationKernel( elementSubRegion );
+          DamageInterpolationKernel< FE_TYPE > interpolationKernel( elementSubRegion );
 
-            interpolationKernel.interpolateDamage( elemToNodes, nodalDamage, damageFieldOnMaterial );
-          } );
+          interpolationKernel.interpolateDamage( elemToNodes, nodalDamage, damageFieldOnMaterial );
         } );
       } );
     } );
-  }
+  } );
 }
 
 REGISTER_CATALOG_ENTRY( PhysicsSolverBase, PhaseFieldFractureSolver, string const &, Group * const )
diff --git a/src/coreComponents/physicsSolvers/multiphysics/PhaseFieldFractureSolver.hpp b/src/coreComponents/physicsSolvers/multiphysics/PhaseFieldFractureSolver.hpp
index a1aae598694..e493d213381 100644
--- a/src/coreComponents/physicsSolvers/multiphysics/PhaseFieldFractureSolver.hpp
+++ b/src/coreComponents/physicsSolvers/multiphysics/PhaseFieldFractureSolver.hpp
@@ -39,14 +39,20 @@ class PhaseFieldFractureSolver : public CoupledSolver< SolidMechanicsLagrangianF
   using Base::m_rhs;
   using Base::m_solution;
 
+  /**
+   * @brief main constructor for PhaseFieldFractureSolver objects
+   * @param name the name of this instantiation of PhaseFieldFractureSolver in the repository
+   * @param parent the parent group of this instantiation of PhaseFieldFractureSolver
+   */
   PhaseFieldFractureSolver( const string & name,
                             Group * const parent );
 
-  ~PhaseFieldFractureSolver() override;
+  /// Destructor for the class
+  ~PhaseFieldFractureSolver() override = default;
 
   /**
-   * @brief name of the node manager in the object catalog
-   * @return string that contains the catalog name to generate a new NodeManager object through the object catalog.
+   * @brief name of the solver in the object catalog
+   * @return string that contains the catalog name to generate a new PhaseFieldFractureSolver object through the object catalog.
    */
   static string catalogName()
   {
@@ -78,20 +84,28 @@ class PhaseFieldFractureSolver : public CoupledSolver< SolidMechanicsLagrangianF
   }
 
   /**
-   * @brief accessor for the pointer to the flow solver
-   * @return a pointer to the flow solver
+   * @brief accessor for the pointer to the damage solver
+   * @return a pointer to the damage solver
    */
   PhaseFieldDamageFEM * damageSolver() const
   {
     return std::get< toUnderlying( SolverType::Damage ) >( m_solvers );
   }
 
-  virtual void mapSolutionBetweenSolvers( DomainPartition & Domain, integer const idx ) override final;
+  virtual void mapSolutionBetweenSolvers( DomainPartition & domain, integer const solverType ) override final;
 
 protected:
 
   virtual void initializePostInitialConditionsPreSubGroups() override final {}
 
+private:
+
+  /**
+   * @brief interpolate the nodal damage field onto the quadrature points of the solid constitutive model
+   * @param[in] domain the domain partition
+   */
+  void mapDamageToQuadrature( DomainPartition & domain );
+
 };
 
 
@@ -120,9 +134,6 @@ struct DamageInterpolationKernel
         for( localIndex a = 0; a < numNodesPerElement; ++a )
         {
           damageFieldOnMaterial( k, q ) += N[a] * nodalDamage[elemToNodes( k, a )];
-          //solution is probably not going to work because the solution of the coupled solver
-          //has both damage and displacements. Using the damageResult field from the Damage solver
-          //is probably better
         }
       }
 
diff --git a/src/coreComponents/physicsSolvers/multiphysics/PhaseFieldPoromechanicsSolver.cpp b/src/coreComponents/physicsSolvers/multiphysics/PhaseFieldPoromechanicsSolver.cpp
index 06bb5259f06..85b5d31cb76 100644
--- a/src/coreComponents/physicsSolvers/multiphysics/PhaseFieldPoromechanicsSolver.cpp
+++ b/src/coreComponents/physicsSolvers/multiphysics/PhaseFieldPoromechanicsSolver.cpp
@@ -20,17 +20,16 @@
 
 #include "PhaseFieldPoromechanicsSolver.hpp"
 
+#include "fieldSpecification/FieldSpecificationManager.hpp"
 #include "fieldSpecification/TractionBoundaryCondition.hpp"
 #include "mesh/DomainPartition.hpp"
-#include "mesh/MeshForLoopInterface.hpp"
-#include "mesh/utilities/ComputationalGeometry.hpp"
-#include "physicsSolvers/fluidFlow/SinglePhaseBase.hpp"
 
 namespace geos
 {
 
 using namespace dataRepository;
 using namespace constitutive;
+using namespace fields;
 
 PhaseFieldPoromechanicsSolver::PhaseFieldPoromechanicsSolver( const string & name,
                                                               Group * const parent ):
@@ -52,11 +51,6 @@ void PhaseFieldPoromechanicsSolver::postInputInitialization()
   getNonlinearSolverParameters().m_couplingType = NonlinearSolverParameters::CouplingType::Sequential;
 }
 
-PhaseFieldPoromechanicsSolver::~PhaseFieldPoromechanicsSolver()
-{
-  // TODO Auto-generated destructor stub
-}
-
 void PhaseFieldPoromechanicsSolver::mapSolutionBetweenSolvers( DomainPartition & domain, integer const solverType )
 {
   if( solverType ==  static_cast< integer >( SolverType::Damage ) )
@@ -70,16 +64,12 @@ void PhaseFieldPoromechanicsSolver::mapSolutionBetweenSolvers( DomainPartition &
 
       arrayView2d< real64 const, nodes::REFERENCE_POSITION_USD > const xNodes = nodeManager.referencePosition();
 
-      string const & damageFieldName = damageSolver()->getFieldName();
-
       string const & discretizationName = damageSolver()->getDiscretizationName();
 
-      //should get reference to damage field here.
-      arrayView1d< real64 const > const nodalDamage = nodeManager.getReference< array1d< real64 > >( damageFieldName );
+      arrayView1d< real64 const > const nodalDamage = nodeManager.getField< phaseField::damage >();
 
       ElementRegionManager & elemManager = mesh.getElemManager();
 
-      // begin region loop
       elemManager.forElementSubRegions< CellElementSubRegion >( regionNames, [discretizationName, xNodes, nodalDamage]
                                                                   ( localIndex const,
                                                                   CellElementSubRegion & elementSubRegion )
@@ -114,7 +104,7 @@ void PhaseFieldPoromechanicsSolver::mapSolutionBetweenSolvers( DomainPartition &
   }
   else if( solverType ==  static_cast< integer >( SolverType::Poromechanics ) )
   {
-    poromechancisSolver()->flowSolver()->updatePressureGradient( domain );
+    poromechanicsSolver()->flowSolver()->updatePressureGradient( domain );
   }
 }
 
@@ -130,10 +120,8 @@ void PhaseFieldPoromechanicsSolver::applyDamageOnTractionBC( DomainPartition & d
     NodeManager const & nodeManager = mesh.getNodeManager();
     FaceManager const & faceManager = mesh.getFaceManager();
 
-    string const & damageFieldName = damageSolver()->getFieldName();
-
     // Get an array of nodal damage values
-    arrayView1d< real64 const > const nodalDamage = nodeManager.getReference< array1d< real64 > >( damageFieldName );
+    arrayView1d< real64 const > const nodalDamage = nodeManager.getField< phaseField::damage >();
 
     fsManager.forSubGroups< TractionBoundaryCondition >( [&] ( TractionBoundaryCondition & fs )
     {
diff --git a/src/coreComponents/physicsSolvers/multiphysics/PhaseFieldPoromechanicsSolver.hpp b/src/coreComponents/physicsSolvers/multiphysics/PhaseFieldPoromechanicsSolver.hpp
index 75de5e22b49..cdaa953aa0f 100644
--- a/src/coreComponents/physicsSolvers/multiphysics/PhaseFieldPoromechanicsSolver.hpp
+++ b/src/coreComponents/physicsSolvers/multiphysics/PhaseFieldPoromechanicsSolver.hpp
@@ -24,7 +24,6 @@
 #include "physicsSolvers/multiphysics/CoupledSolver.hpp"
 #include "physicsSolvers/multiphysics/SinglePhasePoromechanics.hpp"
 #include "physicsSolvers/simplePDE/PhaseFieldDamageFEM.hpp"
-#include "physicsSolvers/fluidFlow/SinglePhaseBase.hpp"
 
 namespace geos
 {
@@ -43,7 +42,7 @@ class PhaseFieldPoromechanicsSolver : public CoupledSolver< SinglePhasePoromecha
   PhaseFieldPoromechanicsSolver( const string & name,
                                  Group * const parent );
 
-  ~PhaseFieldPoromechanicsSolver() override;
+  ~PhaseFieldPoromechanicsSolver() override = default;
 
   /**
    * @brief name of the node manager in the object catalog
@@ -73,7 +72,7 @@ class PhaseFieldPoromechanicsSolver : public CoupledSolver< SinglePhasePoromecha
    * @brief accessor for the pointer to the poromechanics solver
    * @return a pointer to the poromechanics solver
    */
-  SinglePhasePoromechanics< SinglePhaseBase > * poromechancisSolver() const
+  SinglePhasePoromechanics< SinglePhaseBase > * poromechanicsSolver() const
   {
     return std::get< toUnderlying( SolverType::Poromechanics ) >( m_solvers );
   }
@@ -89,8 +88,6 @@ class PhaseFieldPoromechanicsSolver : public CoupledSolver< SinglePhasePoromecha
 
   virtual void mapSolutionBetweenSolvers( DomainPartition & Domain, integer const idx ) override final;
 
-  void mapDamageAndGradientToQuadrature( DomainPartition & domain );
-
   void applyDamageOnTractionBC( DomainPartition & domain );
 
 protected:
@@ -162,4 +159,4 @@ struct DamageAndDamageGradientInterpolationKernel
 
 } /* namespace geos */
 
-#endif /* GEOS_PHYSICSSOLVERS_MULTIPHYSICS_PhaseFieldPoromechanicsSOLVER_HPP_ */
+#endif /* GEOS_PHYSICSSOLVERS_MULTIPHYSICS_PHASEFIELDPOROMECHANICSSOLVER_HPP_ */
diff --git a/src/coreComponents/physicsSolvers/simplePDE/CMakeLists.txt b/src/coreComponents/physicsSolvers/simplePDE/CMakeLists.txt
index d5b761f48ce..fc7f914d32c 100644
--- a/src/coreComponents/physicsSolvers/simplePDE/CMakeLists.txt
+++ b/src/coreComponents/physicsSolvers/simplePDE/CMakeLists.txt
@@ -23,6 +23,7 @@ set( simplePDESolvers_headers
      LaplaceFEMKernels.hpp
      PhaseFieldDamageFEM.hpp
      PhaseFieldDamageFEMKernels.hpp
+     PhaseFieldDamageFields.hpp
      PhaseFieldPressurizedDamageFEMKernels.hpp )
 
 # Specify solver sources
diff --git a/src/coreComponents/physicsSolvers/simplePDE/PhaseFieldDamageFEM.cpp b/src/coreComponents/physicsSolvers/simplePDE/PhaseFieldDamageFEM.cpp
index bfe09b66e6d..d3e182c5764 100644
--- a/src/coreComponents/physicsSolvers/simplePDE/PhaseFieldDamageFEM.cpp
+++ b/src/coreComponents/physicsSolvers/simplePDE/PhaseFieldDamageFEM.cpp
@@ -14,47 +14,34 @@
  */
 
 /**
- * @file PhaseFieldDamageFEM.hpp
+ * @file PhaseFieldDamageFEM.cpp
  */
 
 #include "PhaseFieldDamageFEM.hpp"
 #include "PhaseFieldDamageFEMKernels.hpp"
 #include "PhaseFieldPressurizedDamageFEMKernels.hpp"
-#include <math.h>
-#include <vector>
-
-#include "common/TimingMacros.hpp"
-#include "dataRepository/Group.hpp"
-#include "mesh/mpiCommunications/CommunicationTools.hpp"
-#include "mesh/mpiCommunications/NeighborCommunicator.hpp"
 
 #include "common/DataTypes.hpp"
-#include "constitutive/ConstitutivePassThru.hpp"
+#include "common/TimingMacros.hpp"
 #include "constitutive/solid/Damage.hpp"
-#include "physicsSolvers/LogLevelsInfo.hpp"
 #include "constitutive/solid/SolidBase.hpp"
 #include "fieldSpecification/FieldSpecificationImpl.hpp"
+#include "fieldSpecification/FieldSpecificationManager.hpp"
 #include "finiteElement/FiniteElementDiscretization.hpp"
-#include "finiteElement/Kinematics.h"
-
 #include "mesh/DomainPartition.hpp"
+#include "mesh/mpiCommunications/CommunicationTools.hpp"
+#include "physicsSolvers/LogLevelsInfo.hpp"
 
 namespace geos
 {
 
-namespace dataRepository
-{
-namespace keys
-{}
-} // namespace dataRepository
-
 using namespace dataRepository;
 using namespace constitutive;
+using namespace fields;
 
 PhaseFieldDamageFEM::PhaseFieldDamageFEM( const string & name,
                                           Group * const parent ):
   PhysicsSolverBase( name, parent ),
-  m_fieldName( "primaryField" ),
   m_fracturePressureTermFlag( 0 )
 {
 
@@ -62,15 +49,6 @@ PhaseFieldDamageFEM::PhaseFieldDamageFEM( const string & name,
     setInputFlag( InputFlags::REQUIRED ).
     setDescription( "option for default time integration method" );
 
-  registerWrapper< string >( PhaseFieldDamageFEMViewKeys.fieldVarName.key(), &m_fieldName ).
-    setRTTypeName( rtTypes::CustomTypes::groupNameRef ).
-    setInputFlag( InputFlags::REQUIRED ).
-    setDescription( "name of field variable" );
-
-  registerWrapper( viewKeyStruct::localDissipationOptionString(), &m_localDissipationOption ).
-    setInputFlag( InputFlags::REQUIRED ).
-    setDescription( "Type of local dissipation function. Can be Linear or Quadratic" );
-
   registerWrapper( viewKeyStruct::irreversibilityFlagString(), &m_irreversibilityFlag ).
     setApplyDefaultValue( 0 ).
     setInputFlag( InputFlags::OPTIONAL ).
@@ -81,6 +59,12 @@ PhaseFieldDamageFEM::PhaseFieldDamageFEM( const string & name,
     setInputFlag( InputFlags::OPTIONAL ).
     setDescription( "The upper bound of the damage" );
 
+  registerWrapper( viewKeyStruct::viscousRegularizationCoeffString(), &m_viscousRegularizationCoeff ).
+    setApplyDefaultValue( 0.0 ).
+    setInputFlag( InputFlags::OPTIONAL ).
+    setDescription( "Damping coefficient eta of the viscous regularization of the phase-field "
+                    "evolution. The rate-independent limit is recovered for eta = 0" );
+
   registerWrapper( viewKeyStruct::fracturePressureTermFlagString(), &m_fracturePressureTermFlag ).
     setApplyDefaultValue( 0 ).
     setInputFlag( InputFlags::OPTIONAL ).
@@ -89,52 +73,31 @@ PhaseFieldDamageFEM::PhaseFieldDamageFEM( const string & name,
   addLogLevel< logInfo::ResidualNorm >();
 }
 
-PhaseFieldDamageFEM::~PhaseFieldDamageFEM()
-{
-  // TODO Auto-generated destructor stub
-}
+PhaseFieldDamageFEM::~PhaseFieldDamageFEM() = default;
 
 void PhaseFieldDamageFEM::registerDataOnMesh( Group & meshBodies )
 {
+  // drives the setConstitutiveNamesCallSuper()
+  PhysicsSolverBase::registerDataOnMesh( meshBodies );
+
   forDiscretizationOnMeshTargets( meshBodies, [&] ( string const &,
                                                     MeshLevel & mesh,
-                                                    string_array const & regionNames )
+                                                    string_array const & )
   {
     NodeManager & nodes = mesh.getNodeManager();
 
-    nodes.registerWrapper< real64_array >( m_fieldName )
-      .setApplyDefaultValue( 0.0 )
-      .setPlotLevel( PlotLevel::LEVEL_0 )
-      .setDescription( "Primary field variable" );
-
-    ElementRegionManager & elemManager = mesh.getElemManager();
-
-    elemManager.forElementSubRegions< CellElementSubRegion >( regionNames, [ &]( localIndex const, CellElementSubRegion & subRegion )
-    {
-      subRegion.registerWrapper( viewKeyStruct::coeffNameString(), &m_coeff ).
-        setApplyDefaultValue( 0.0 ).
-        setPlotLevel( PlotLevel::LEVEL_0 ).
-        setDescription( "field variable representing the diffusion coefficient" );
-
-      // TODO this should be in setConstitutiveNames
-      setConstitutiveName< SolidBase >( subRegion, viewKeyStruct::solidModelNamesString(), "solid" );
-    } );
+    nodes.registerField< phaseField::damage >( getName() );
   } );
 }
 
-void PhaseFieldDamageFEM::postInputInitialization()
+void PhaseFieldDamageFEM::setConstitutiveNamesCallSuper( ElementSubRegionBase & subRegion ) const
 {
-  PhysicsSolverBase::postInputInitialization();
-
-  // Set basic parameters for solver
-  // m_linearSolverParameters.logLevel = 0;
-  // m_linearSolverParameters.solverType = "gmres";
-  // m_linearSolverParameters.krylov.tolerance = 1e-8;
-  // m_linearSolverParameters.krylov.maxIterations = 250;
-  // m_linearSolverParameters.krylov.maxRestart = 250;
-  // m_linearSolverParameters.preconditionerType = "amg";
-  // m_linearSolverParameters.amg.smootherType = "gaussSeidel";
-  // m_linearSolverParameters.amg.coarseType = "direct";
+  PhysicsSolverBase::setConstitutiveNamesCallSuper( subRegion );
+
+  if( dynamic_cast< CellElementSubRegion * >( &subRegion ) )
+  {
+    setConstitutiveName< SolidBase >( subRegion, viewKeyStruct::solidModelNamesString(), "solid" );
+  }
 }
 
 real64 PhaseFieldDamageFEM::solverStep( real64 const & time_n,
@@ -162,11 +125,12 @@ real64 PhaseFieldDamageFEM::solverStep( real64 const & time_n,
 }
 
 real64 PhaseFieldDamageFEM::explicitStep( real64 const & GEOS_UNUSED_PARAM( time_n ),
-                                          real64 const & dt,
+                                          real64 const & GEOS_UNUSED_PARAM( dt ),
                                           const int GEOS_UNUSED_PARAM( cycleNumber ),
                                           DomainPartition & GEOS_UNUSED_PARAM( domain ) )
 {
-  return dt;
+  GEOS_ERROR( "ExplicitTransient time integration is not implemented for the damage equation", getDataContext() );
+  return 0;
 }
 
 void PhaseFieldDamageFEM::implicitStepComplete( real64 const & GEOS_UNUSED_PARAM( time_n ),
@@ -178,13 +142,13 @@ void PhaseFieldDamageFEM::setupDofs( DomainPartition const & GEOS_UNUSED_PARAM(
                                      DofManager & dofManager ) const
 {
   GEOS_MARK_FUNCTION;
-  dofManager.addField( m_fieldName,
+  dofManager.addField( phaseField::damage::key(),
                        FieldLocation::Node,
                        1,
                        getMeshTargets() );
 
-  dofManager.addCoupling( m_fieldName,
-                          m_fieldName,
+  dofManager.addCoupling( phaseField::damage::key(),
+                          phaseField::damage::key(),
                           DofManager::Connector::Elem );
 
 }
@@ -197,33 +161,21 @@ void PhaseFieldDamageFEM::assembleSystem( real64 const GEOS_UNUSED_PARAM( time_n
                                           arrayView1d< real64 > const & localRhs )
 {
   GEOS_MARK_FUNCTION;
+
+  localMatrix.zero();
+  localRhs.zero();
+
   forDiscretizationOnMeshTargets( domain.getMeshBodies(), [&] ( string const &,
                                                                 MeshLevel & mesh,
                                                                 string_array const & regionNames )
   {
     NodeManager & nodeManager = mesh.getNodeManager();
 
-    arrayView1d< globalIndex const > const & dofIndex = nodeManager.getReference< array1d< globalIndex > >( dofManager.getKey( m_fieldName ) );
-
-    // Initialize all entries to zero
-#if 1 // Andre...this is the new code
-    localMatrix.zero();
-    localRhs.zero();
-
-    auto const localDissipation = m_localDissipationOption == LocalDissipation::Linear ?
-                                  PhaseFieldDamageKernelLocalDissipation::Linear :
-                                  PhaseFieldDamageKernelLocalDissipation::Quadratic;
+    arrayView1d< globalIndex const > const & dofIndex =
+      nodeManager.getReference< array1d< globalIndex > >( dofManager.getKey( phaseField::damage::key() ) );
 
-    if( m_fracturePressureTermFlag )
+    auto const launchKernels = [&]( auto kernelFactory )
     {
-      PhaseFieldPressurizedDamageKernelFactory kernelFactory( dofIndex,
-                                                              dofManager.rankOffset(),
-                                                              localMatrix,
-                                                              localRhs,
-                                                              dt,
-                                                              m_fieldName,
-                                                              localDissipation );
-
       finiteElement::
         regionBasedKernelApplication< parallelDevicePolicy<>,
                                       constitutive::DamageBase,
@@ -232,196 +184,26 @@ void PhaseFieldDamageFEM::assembleSystem( real64 const GEOS_UNUSED_PARAM( time_n
                                                               this->getDiscretizationName(),
                                                               viewKeyStruct::solidModelNamesString(),
                                                               kernelFactory );
-    }
-    else
-    {
-      PhaseFieldDamageKernelFactory kernelFactory( dofIndex,
-                                                   dofManager.rankOffset(),
-                                                   localMatrix,
-                                                   localRhs,
-                                                   dt,
-                                                   m_fieldName,
-                                                   localDissipation );
-
-      finiteElement::
-        regionBasedKernelApplication< parallelDevicePolicy<>,
-                                      constitutive::DamageBase,
-                                      CellElementSubRegion >( mesh,
-                                                              regionNames,
-                                                              this->getDiscretizationName(),
-                                                              viewKeyStruct::solidModelNamesString(),
-                                                              kernelFactory );
-    }
-
-#else // this has your changes to the old base code
-    matrix.zero();
-    rhs.zero();
+    };
 
-    matrix.open();
-    rhs.open();
-
-    // begin region loop
-    for( localIndex er = 0; er < elemManager->numRegions(); ++er )
+    if( m_fracturePressureTermFlag )
     {
-      ElementRegionBase & elementRegion = elemManager->GetRegion( er );
-
-      elementRegion.forElementSubRegionsIndex< CellElementSubRegion >( [&]( localIndex const GEOS_UNUSED_PARAM( esr ),
-                                                                            CellElementSubRegion & elementSubRegion )
-      {
-
-        constitutive::ConstitutiveBase &
-        solidModel = elementSubRegion.getConstitutiveModel< constitutive::ConstitutiveBase >( m_solidModelName );
-
-        constitutive::ConstitutivePassThru< constitutive::DamageBase >::execute( solidModel,
-                                                                                 [&]( auto & damageModel )
-        {
-          using CONSTITUTIVE_TYPE = TYPEOFREF( damageModel );
-          typename CONSTITUTIVE_TYPE::KernelWrapper constitutiveUpdate = damageModel.createKernelUpdates();
-
-          arrayView4d< real64 const > const &
-          dNdX = elementSubRegion.dNdX();
-
-          arrayView2d< real64 const > const &
-          detJ = elementSubRegion.detJ();
-
-          localIndex const numNodesPerElement =  elementSubRegion.numNodesPerElement();
-          arrayView2d< localIndex const, cells::NODE_MAP_USD > const & elemNodes = elementSubRegion.nodeList();
-
-          // arrayView1d<real64 const> const &
-          // coeff = elementSubRegion.getReference<array1d<real64> >(viewKeyStruct::coeffNameString());
-
-          globalIndex_array elemDofIndex( numNodesPerElement );
-          real64_array element_rhs( numNodesPerElement );
-          real64_array2d element_matrix( numNodesPerElement, numNodesPerElement );
-
-          arrayView1d< integer const > const & elemGhostRank = elementSubRegion.ghostRank();
-          std::unique_ptr< FiniteElementBase > finiteElement = feDiscretization->getFiniteElement( elementSubRegion.getElementType() );
-          localIndex const n_q_points = finiteElement->n_quadrature_points();
-
-          //real64 ell = m_lengthScale;                       //phase-field length scale
-          real64 ell = constitutiveUpdate.getRegularizationLength();
-          //real64 Gc = m_criticalFractureEnergy;             //energy release rate
-          real64 Gc = constitutiveUpdate.getCriticalFractureEnergy();
-
-          real64 threshold = constitutiveUpdate.getEnergyThreshold();//elastic energy threshold - use when Local Dissipation is linear
-
-          arrayView1d< real64 > const & nodalDamage = nodeManager.getReference< array1d< real64 > >( m_fieldName );
-          //real64 diffusion = 1.0;
-          // begin element loop, skipping ghost elements
-          for( localIndex k = 0; k < elementSubRegion.size(); ++k )
-          {
-            if( elemGhostRank[k] < 0 )
-            {
-              element_rhs = 0.0;
-              element_matrix = 0.0;
-              for( localIndex q = 0; q < n_q_points; ++q )
-              {
-                real64 const strainEnergyDensity = constitutiveUpdate.calculateStrainEnergyDensity( k, q );
-                real64 D = 0;                                                                 //max between threshold and
-                                                                                              // Elastic energy
-                if( m_localDissipationOption == LocalDissipation::Linear )
-                {
-                  D = std::max( threshold, strainEnergyDensity );
-                  //D = max(strainEnergy(k,q), strainEnergy(k,q));//debbuging line - remove after testing
-                }
-                //Interpolate d and grad_d
-
-                real64 qp_damage = 0.0;
-                R1Tensor qp_grad_damage;
-                R1Tensor temp;
-                for( localIndex a = 0; a < numNodesPerElement; ++a )
-                {
-                  qp_damage += finiteElement->value( a, q ) * nodalDamage[elemNodes( k, a )];
-                  temp = dNdX[k][q][a];
-                  temp *= nodalDamage[elemNodes( k, a )];
-                  qp_grad_damage += temp;
-
-                }
-                //std::cout << "Damage: " << qp_damage <<std::endl;
-                //std::cout << "GradDamage: " << qp_grad_damage <<std::endl;
-                for( localIndex a = 0; a < numNodesPerElement; ++a )
-                {
-                  elemDofIndex[a] = dofIndex[elemNodes( k, a )];
-                  //real64 diffusion = 1.0;
-                  real64 Na = finiteElement->value( a, q );
-                  //element_rhs(a) += detJ[k][q] * Na * myFunc(Xq, Yq, Zq); //older reaction diffusion solver
-                  if( m_localDissipationOption == LocalDissipation::Linear )
-                  {
-                    // element_rhs( a ) += detJ[k][q] * (Na * (ell * D - 3 * Gc / 16 )/ Gc -
-                    //                                   0.375*pow( ell, 2 ) * LvArray::tensorOps::AiBi<3>( qp_grad_damage, dNdX[k][q][a] )
-                    // -
-                    //                                   (ell * D/Gc) * Na * qp_damage);
-
-                    element_rhs( a ) += detJ[k][q] * ( -3 * Na / 16  -
-                                                       0.375*pow( ell, 2 ) * LvArray::tensorOps::AiBi< 3 >( qp_grad_damage, dNdX[k][q][a] ) -
-                                                       (0.5 * ell * D/Gc) * Na * constitutiveUpdate.GetDegradationDerivative( qp_damage ));
-
-                  }
-                  else
-                  {
-                    // element_rhs( a ) += detJ[k][q] * (Na * (2 * ell) * strainEnergyDensity / Gc -
-                    //                                   (pow( ell, 2 ) * LvArray::tensorOps::AiBi<3>( qp_grad_damage, dNdX[k][q][a] ) +
-                    //                                    Na * qp_damage * (1 + 2 * ell*strainEnergyDensity/Gc)) );
-
-
-                    element_rhs( a ) -= detJ[k][q] * (Na * qp_damage +
-                                                      (pow( ell, 2 ) * LvArray::tensorOps::AiBi< 3 >( qp_grad_damage, dNdX[k][q][a] ) +
-                                                       Na * constitutiveUpdate.GetDegradationDerivative( qp_damage ) * (ell*strainEnergyDensity/Gc)) );
-                  }
-
-                  for( localIndex b = 0; b < numNodesPerElement; ++b )
-                  {
-                    real64 Nb = finiteElement->value( b, q );
-                    if( m_localDissipationOption == LocalDissipation::Linear )
-                    {
-                      // element_matrix( a, b ) -= detJ[k][q] *
-                      //                           (0.375*pow( ell, 2 ) * LvArray::tensorOps::AiBi<3>( dNdX[k][q][a], dNdX[k][q][b] ) +
-                      //                            (ell * D/Gc) * Na * Nb);
-                      //
-                      element_matrix( a, b ) -= detJ[k][q] *
-                                                (0.375*pow( ell, 2 ) * LvArray::tensorOps::AiBi< 3 >( dNdX[k][q][a], dNdX[k][q][b] ) +
-                                                 (0.5 * ell * D/Gc) * constitutiveUpdate.GetDegradationSecondDerivative( qp_damage ) * Na * Nb);
-
-                    }
-                    else
-                    {
-                      // element_matrix( a, b ) -= detJ[k][q] *
-                      //                           ( pow( ell, 2 ) * LvArray::tensorOps::AiBi<3>( dNdX[k][q][a], dNdX[k][q][b] ) +
-                      //                               Na * Nb * (1 + 2 * ell*strainEnergyDensity/Gc )
-                      //                           );
-
-                      element_matrix( a, b ) -= detJ[k][q] *
-                                                ( pow( ell, 2 ) * LvArray::tensorOps::AiBi< 3 >( dNdX[k][q][a], dNdX[k][q][b] ) +
-                                                  Na * Nb * (1 + constitutiveUpdate.GetDegradationSecondDerivative( qp_damage ) * ell*strainEnergyDensity/Gc )
-                                                );
-                    }
-                  }
-                }
-              }
-              matrix.add( elemDofIndex, elemDofIndex, element_matrix );
-              rhs.add( elemDofIndex, element_rhs );
-            }
-          }
-        } );
-      } );
+      launchKernels( PhaseFieldPressurizedDamageKernelFactory( dofIndex,
+                                                               dofManager.rankOffset(),
+                                                               localMatrix,
+                                                               localRhs,
+                                                               dt,
+                                                               m_viscousRegularizationCoeff ) );
     }
-    matrix.close();
-    rhs.close();
-
-    if( getLogLevel() == 2 )
+    else
     {
-      GEOS_LOG_RANK_0( "After PhaseFieldDamageFEM::AssembleSystem" );
-      GEOS_LOG_RANK_0( "\nJacobian:\n" );
-      std::cout << matrix;
-      GEOS_LOG_RANK_0( "\nResidual:\n" );
-      std::cout << rhs;
+      launchKernels( PhaseFieldDamageKernelFactory( dofIndex,
+                                                    dofManager.rankOffset(),
+                                                    localMatrix,
+                                                    localRhs,
+                                                    dt,
+                                                    m_viscousRegularizationCoeff ) );
     }
-
-    if( getLogLevel() >= 3 )
-    {
-      NonlinearSolverParameters & solverParams = getNonlinearSolverParameters();
-      integer newtonIter = solverParams.m_numNewtonIterations;
-#endif
   } );
 }
 
@@ -434,7 +216,10 @@ void PhaseFieldDamageFEM::applySystemSolution( DofManager const & dofManager,
   GEOS_UNUSED_VAR( dt );
   GEOS_MARK_FUNCTION;
 
-  dofManager.addVectorToField( localSolution, m_fieldName, m_fieldName, scalingFactor );
+  dofManager.addVectorToField( localSolution,
+                               phaseField::damage::key(),
+                               phaseField::damage::key(),
+                               scalingFactor );
 
   // Syncronize ghost nodes
   forDiscretizationOnMeshTargets( domain.getMeshBodies(), [&] ( string const &,
@@ -442,7 +227,7 @@ void PhaseFieldDamageFEM::applySystemSolution( DofManager const & dofManager,
                                                                 string_array const & )
   {
     FieldIdentifiers fieldsToBeSync;
-    fieldsToBeSync.addFields( FieldLocation::Node, { m_fieldName } );
+    fieldsToBeSync.addFields( FieldLocation::Node, { phaseField::damage::key() } );
 
     CommunicationTools::getInstance().synchronizeFields( fieldsToBeSync,
                                                          mesh,
@@ -481,24 +266,6 @@ void PhaseFieldDamageFEM::applyBoundaryConditions(
     GEOS_LOG_RANK_0( "\nResidual:\n" );
     std::cout << localRhs;
   }
-//
-//  if( getLogLevel() >= 3 )
-//  {
-//    NonlinearSolverParameters & solverParams = getNonlinearSolverParameters();
-//    integer newtonIter = solverParams.m_numNewtonIterations;
-//
-//    string filename_mat = "matrix_bc_" + std::to_string( time_n ) + "_" +
-//                          std::to_string( newtonIter ) + ".mtx";
-//    matrix.write( filename_mat );
-//
-//    string filename_rhs = "rhs_bc_" + std::to_string( time_n ) + "_" +
-//                          std::to_string( newtonIter ) + ".mtx";
-//    rhs.write( filename_rhs );
-//
-//    GEOS_LOG_RANK_0( "After PhaseFieldDamageFEM::applyBoundaryConditions" );
-//    GEOS_LOG_RANK_0( "Jacobian: written to " << filename_mat );
-//    GEOS_LOG_RANK_0( "Residual: written to " << filename_rhs );
-//  }
 }
 
 real64
@@ -520,14 +287,15 @@ PhaseFieldDamageFEM::calculateResidualNorm( real64 const & GEOS_UNUSED_PARAM( ti
     const arrayView1d< const integer > & ghostRank = nodeManager.ghostRank();
 
     const arrayView1d< const globalIndex > &
-    dofNumber = nodeManager.getReference< array1d< globalIndex > >( dofManager.getKey( m_fieldName ) );
+    dofNumber = nodeManager.getReference< array1d< globalIndex > >( dofManager.getKey( phaseField::damage::key() ) );
     const globalIndex rankOffset = dofManager.rankOffset();
 
 
     forAll< parallelDevicePolicy<> >( nodeManager.size(),
                                       [localRhs, localSum, dofNumber, rankOffset, ghostRank] GEOS_HOST_DEVICE ( localIndex const k )
     {
-      if( ghostRank[k] < 0 )
+      // nodes outside the target regions carry no damage dof
+      if( ghostRank[k] < 0 && dofNumber[k] >= 0 )
       {
         localIndex const localRow = LvArray::integerConversion< localIndex >( dofNumber[k] - rankOffset );
         localSum += localRhs[localRow] * localRhs[localRow];
@@ -590,7 +358,7 @@ void PhaseFieldDamageFEM::applyDirichletBCImplicit( real64 const time,
   {
     fsManager.template apply< NodeManager >( time,
                                              mesh,
-                                             m_fieldName,
+                                             phaseField::damage::key(),
                                              [&]( FieldSpecification const & bc,
                                                   string const &,
                                                   SortedArrayView< localIndex const > const & targetSet,
@@ -602,14 +370,12 @@ void PhaseFieldDamageFEM::applyDirichletBCImplicit( real64 const time,
                                                                                          targetSet,
                                                                                          time,
                                                                                          targetGroup,
-                                                                                         m_fieldName,
-                                                                                         dofManager.getKey( m_fieldName ),
+                                                                                         phaseField::damage::key(),
+                                                                                         dofManager.getKey( phaseField::damage::key() ),
                                                                                          dofManager.rankOffset(),
                                                                                          localMatrix,
                                                                                          localRhs );
     } );
-
-    fsManager.applyFieldValue< serialPolicy >( time, mesh, viewKeyStruct::coeffNameString() );
   } );
 }
 
@@ -626,13 +392,13 @@ void PhaseFieldDamageFEM::applyIrreversibilityConstraint( DofManager const & dof
   {
     NodeManager & nodeManager = mesh.getNodeManager();
 
-    arrayView1d< globalIndex const > const dofIndex = nodeManager.getReference< array1d< globalIndex > >( dofManager.getKey( m_fieldName ) );
+    arrayView1d< globalIndex const > const dofIndex = nodeManager.getReference< array1d< globalIndex > >( dofManager.getKey( phaseField::damage::key() ) );
 
-    arrayView1d< real64 const > const nodalDamage = nodeManager.getReference< array1d< real64 > >( m_fieldName );
+    arrayView1d< real64 const > const nodalDamage = nodeManager.getField< phaseField::damage >();
 
     globalIndex const rankOffSet = dofManager.rankOffset();
 
-    real64 const damangeUpperBound = m_damageUpperBound;
+    real64 const damageUpperBound = m_damageUpperBound;
 
     forAll< parallelDevicePolicy<> >( nodeManager.size(), [=] GEOS_HOST_DEVICE ( localIndex const nodeIndex )
     {
@@ -642,7 +408,7 @@ void PhaseFieldDamageFEM::applyIrreversibilityConstraint( DofManager const & dof
       {
         real64 const damageAtNode = nodalDamage[nodeIndex];
 
-        if( damageAtNode >= damangeUpperBound )
+        if( damageAtNode >= damageUpperBound )
         {
 
           // Specify the contribution to rhs
diff --git a/src/coreComponents/physicsSolvers/simplePDE/PhaseFieldDamageFEM.hpp b/src/coreComponents/physicsSolvers/simplePDE/PhaseFieldDamageFEM.hpp
index d4d0bb5ad93..ac057598882 100644
--- a/src/coreComponents/physicsSolvers/simplePDE/PhaseFieldDamageFEM.hpp
+++ b/src/coreComponents/physicsSolvers/simplePDE/PhaseFieldDamageFEM.hpp
@@ -21,14 +21,8 @@
 #define GEOS_PHYSICSSOLVERS_SIMPLEPDE_PHASEFIELDDAMAGE_HPP_
 
 #include "linearAlgebra/DofManager.hpp"
-#include "linearAlgebra/interfaces/InterfaceTypes.hpp"
-#include "fieldSpecification/FieldSpecificationManager.hpp"
 #include "physicsSolvers/PhysicsSolverBase.hpp"
-
-struct stabledt
-{
-  double m_maxdt;
-};
+#include "physicsSolvers/simplePDE/PhaseFieldDamageFields.hpp"
 
 namespace geos
 {
@@ -36,8 +30,6 @@ namespace dataRepository
 {
 class Group;
 }
-class FieldSpecification;
-class FiniteElementBase;
 class DomainPartition;
 
 class PhaseFieldDamageFEM : public PhysicsSolverBase
@@ -138,64 +130,35 @@ class PhaseFieldDamageFEM : public PhysicsSolverBase
   {
     SteadyState,
     ImplicitTransient,
-    ExplicitTransient
-  };
-
-  enum class LocalDissipation
-  {
-    Linear,
-    Quadratic,
+    ExplicitTransient ///< not implemented
   };
 
   struct viewKeyStruct : public PhysicsSolverBase::viewKeyStruct
   {
-    static constexpr char const * coeffNameString() { return "coeffField"; }
-    static constexpr char const * localDissipationOptionString() { return "localDissipation"; }
     static constexpr char const * irreversibilityFlagString() { return "irreversibilityFlag"; }
     static constexpr char const * damageUpperBoundString() { return "damageUpperBound"; }
+    static constexpr char const * viscousRegularizationCoeffString() { return "viscousRegularizationCoeff"; }
     static constexpr char const * fracturePressureTermFlagString() { return "fracturePressureTermFlag"; }
     static constexpr char const * solidModelNamesString() { return "solidMaterialNames"; }
 
     dataRepository::ViewKey timeIntegrationOption = { "timeIntegrationOption" };
-    dataRepository::ViewKey fieldVarName = { "fieldName" };
   } PhaseFieldDamageFEMViewKeys;
 
-  inline ParallelVector const * getSolution() const
-  {
-    return &m_solution;
-  }
-
-  inline globalIndex getSize() const
-  {
-    return m_matrix.numGlobalRows();
-  }
-
-  string const & getFieldName() const
-  {
-    return m_fieldName;
-  }
-
 protected:
-  virtual void postInputInitialization() override final;
+
+  virtual void setConstitutiveNamesCallSuper( ElementSubRegionBase & subRegion ) const override;
 
 private:
-  string m_fieldName;
-  stabledt m_stabledt;
   TimeIntegrationOption m_timeIntegrationOption;
-  LocalDissipation m_localDissipationOption;
   integer m_irreversibilityFlag;
   real64 m_damageUpperBound;
   integer m_fracturePressureTermFlag;
 
-  array1d< real64 > m_coeff;
-
-  PhaseFieldDamageFEM();
+  /// Damping coefficient eta regularizing the rate-independent phase-field evolution (eta = 0 recovers it)
+  real64 m_viscousRegularizationCoeff;
 };
 
 /// Declare strings associated with enumeration values.
-ENUM_STRINGS( PhaseFieldDamageFEM::LocalDissipation,
-              "Linear",
-              "Quadratic" );
 ENUM_STRINGS( PhaseFieldDamageFEM::TimeIntegrationOption,
               "SteadyState",
               "ImplicitTransient",
diff --git a/src/coreComponents/physicsSolvers/simplePDE/PhaseFieldDamageFEMKernels.hpp b/src/coreComponents/physicsSolvers/simplePDE/PhaseFieldDamageFEMKernels.hpp
index 8bca1266398..f9af13cee06 100644
--- a/src/coreComponents/physicsSolvers/simplePDE/PhaseFieldDamageFEMKernels.hpp
+++ b/src/coreComponents/physicsSolvers/simplePDE/PhaseFieldDamageFEMKernels.hpp
@@ -20,27 +20,23 @@
 #ifndef GEOS_PHYSICSSOLVERS_SIMPLEPDE_PHASEFIELDDAMAGEKERNELS_HPP_
 #define GEOS_PHYSICSSOLVERS_SIMPLEPDE_PHASEFIELDDAMAGEKERNELS_HPP_
 
+#include "constitutive/solid/Damage.hpp"
 #include "finiteElement/kernelInterface/ImplicitKernelBase.hpp"
 #include "finiteElement/elementFormulations/FiniteElementOperators.hpp"
+#include "physicsSolvers/simplePDE/PhaseFieldDamageFields.hpp"
 
 namespace geos
 {
 
-enum class PhaseFieldDamageKernelLocalDissipation
-{
-  Linear,
-  Quadratic,
-};
+/// Type of local dissipation function used in the phase-field damage model, shared with the
+/// constitutive layer since it also affects degradation-function calibration there.
+using PhaseFieldDamageKernelLocalDissipation = constitutive::LocalDissipationOption;
 
 //*****************************************************************************
 /**
  * @brief Implements kernels for solving the Damage(or phase-field) equation
  * in a phase-field fracture problem.
  * @copydoc geos::finiteElement::KernelBase
- * @tparam NUM_NODES_PER_ELEM The number of nodes per element for the
- *                            @p SUBREGION_TYPE.
- * @tparam UNUSED An unused parameter since we are assuming that the test and
- *                trial space have the same number of support points.
  *
  * ### PhaseFieldDamageKernel Description
  * Implements the KernelBase interface functions required for solving the
@@ -48,13 +44,7 @@ enum class PhaseFieldDamageKernelLocalDissipation
  * It uses the finite element kernel application functions such as
  * geos::finiteElement::RegionBasedKernelApplication.
  *
- * In this implementation, the template parameter @p NUM_NODES_PER_ELEM is used
- * in place of both @p NUM_TEST_SUPPORT_POINTS_PER_ELEM and
- * @p NUM_TRIAL_SUPPORT_POINTS_PER_ELEM, which are assumed to be equal. This
- * results in the @p UNUSED template parameter as only the NUM_NODES_PER_ELEM
- * is passed to the ImplicitKernelBase template to form the base class.
- *
- * Additionally, the number of degrees of freedom per support point for both
+ * The number of degrees of freedom per support point for both
  * the test and trial spaces are specified as `1` when specifying the base
  * class.
  */
@@ -96,8 +86,8 @@ class PhaseFieldDamageKernel :
   /**
    * @brief Constructor
    * @copydoc geos::finiteElement::ImplicitKernelBase::ImplicitKernelBase
-   * @param fieldName The name of the primary field
-   *                  (i.e. Temperature, Pressure, etc.)
+   * @param inputViscousRegularizationCoeff The damping coefficient eta of the viscous
+   *                                        regularization of the phase-field evolution
    */
   PhaseFieldDamageKernel( NodeManager const & nodeManager,
                           EdgeManager const & edgeManager,
@@ -111,8 +101,7 @@ class PhaseFieldDamageKernel :
                           CRSMatrixView< real64, globalIndex const > const inputMatrix,
                           arrayView1d< real64 > const inputRhs,
                           real64 const inputDt,
-                          string const fieldName,
-                          LocalDissipation localDissipationOption ):
+                          real64 const inputViscousRegularizationCoeff ):
     Base( nodeManager,
           edgeManager,
           faceManager,
@@ -126,10 +115,9 @@ class PhaseFieldDamageKernel :
           inputRhs,
           inputDt ),
     m_X( nodeManager.referencePosition()),
-    m_nodalDamage( nodeManager.template getReference< array1d< real64 > >( fieldName )),
-    m_quadDamage( inputConstitutiveType.getNewDamage() ),
+    m_nodalDamage( nodeManager.template getField< fields::phaseField::damage >()),
     m_quadExtDrivingForce( inputConstitutiveType.getExtDrivingForce() ),
-    m_localDissipationOption( localDissipationOption )
+    m_viscousRegularizationCoeff( inputViscousRegularizationCoeff )
   {}
 
   //***************************************************************************
@@ -187,7 +175,7 @@ class PhaseFieldDamageKernel :
   }
 
   /**
-   * @copydoc geos::finiteElement::ImplicitKernelBase::quadraturePointJacobianContribution
+   * @copydoc geos::finiteElement::KernelBase::quadraturePointKernel
    */
   GEOS_HOST_DEVICE
   inline
@@ -196,8 +184,8 @@ class PhaseFieldDamageKernel :
                               StackVariables & stack ) const
   {
 
-    real64 const strainEnergyDensity = m_constitutiveUpdate.getStrainEnergyDensity( k, q );
-    real64 const ell = m_constitutiveUpdate.getRegularizationLength();
+    real64 const crackDrivingForce = m_constitutiveUpdate.getCrackDrivingForce( k, q );
+    real64 const regularizationLength = m_constitutiveUpdate.getRegularizationLength();
     real64 const Gc = m_constitutiveUpdate.getCriticalFractureEnergy( k );
     real64 const threshold = m_constitutiveUpdate.getEnergyThreshold( k, q );
 
@@ -211,46 +199,61 @@ class PhaseFieldDamageKernel :
     real64 qp_grad_damage[3] = {0, 0, 0};
     finiteElement::feOps::valueAndGradient( N, dNdX, stack.nodalDamageLocal, qp_damage, qp_grad_damage );
 
-    real64 D = 0;                                                                   //max between threshold and
-                                                                                    // Elastic energy
-    if( m_localDissipationOption == LocalDissipation::Linear )
+    LocalDissipation const localDissipationOption = m_constitutiveUpdate.m_localDissipationOption;
+
+    // Crack driving force, floored by the threshold for Linear dissipation.
+    real64 const effectiveCrackDrivingForce = localDissipationOption == LocalDissipation::Linear ?
+                                              fmax( threshold, crackDrivingForce ) :
+                                              crackDrivingForce;
+
+    // Coefficients that differ between the Linear and Quadratic dissipation models.
+    real64 localDissipation;                 // local dissipation contribution to the residual
+    real64 localDissipationDeriv;            // its damage-derivative, for the Jacobian
+    real64 nonlocalDissipationGradientCoeff; // scaling of the damage-gradient term
+    real64 drivingForceCoeff;                // scaling of the driving force terms
+    if( localDissipationOption == LocalDissipation::Linear )
+    {
+      localDissipation = 3.0 / 16.0;
+      localDissipationDeriv = 0.0;
+      nonlocalDissipationGradientCoeff = 0.375;
+      drivingForceCoeff = 0.5;
+    }
+    else
     {
-      D = fmax( threshold, strainEnergyDensity );
+      localDissipation = qp_damage;
+      localDissipationDeriv = 1.0;
+      nonlocalDissipationGradientCoeff = 1.0;
+      drivingForceCoeff = 1.0;
     }
 
+    real64 const degradationDeriv = m_constitutiveUpdate.getDegradationDerivative( k, qp_damage );
+    real64 const degradationSecondDeriv = m_constitutiveUpdate.getDegradationSecondDerivative( k, qp_damage );
+    real64 const scaledDrivingForce = drivingForceCoeff * regularizationLength * effectiveCrackDrivingForce / Gc;
+    // The external driving force only enters the Linear (nucleation) model.
+    real64 const scaledExtDrivingForce = localDissipationOption == LocalDissipation::Linear ?
+                                         0.5 * regularizationLength * m_quadExtDrivingForce[k][q] / Gc :
+                                         0.0;
+
+    // Backward-Euler viscous regularization eta*ddot(d) (Miehe et al., 2010, CMAME, Eq. 48),
+    real64 const scaledViscousCoeff = m_dt > LvArray::NumericLimits< real64 >::epsilon ?
+                                      drivingForceCoeff * regularizationLength * m_viscousRegularizationCoeff / ( Gc * m_dt ) :
+                                      0.0;
+    real64 const qp_damage_n = m_constitutiveUpdate.getOldDamage( k, q );
+
     for( localIndex a = 0; a < numNodesPerElem; ++a )
     {
-      if( m_localDissipationOption == LocalDissipation::Linear )
-      {
-        stack.localResidual[ a ] -= detJ * ( 3 * N[a] / 16
-                                             + 0.375* ell * ell * LvArray::tensorOps::AiBi< 3 >( qp_grad_damage, dNdX[a] )
-                                             + (0.5 * ell * D/Gc) * m_constitutiveUpdate.getDegradationDerivative( k, qp_damage ) * N[a]
-                                             + 0.5 * ell * m_quadExtDrivingForce[k][q]/Gc * N[a] );
-      }
-      else
-      {
-        stack.localResidual[ a ] -= detJ * ( N[a] * qp_damage
-                                             + ( ell * ell * LvArray::tensorOps::AiBi< 3 >( qp_grad_damage, dNdX[a] )
-                                                 + N[a] * (ell*strainEnergyDensity/Gc) * m_constitutiveUpdate.getDegradationDerivative( k, qp_damage ) ) );
+      stack.localResidual[ a ] -= detJ * ( localDissipation * N[a]
+                                           + nonlocalDissipationGradientCoeff * regularizationLength * regularizationLength * LvArray::tensorOps::AiBi< 3 >( qp_grad_damage, dNdX[a] )
+                                           + scaledDrivingForce * degradationDeriv * N[a]
+                                           + scaledExtDrivingForce * N[a]
+                                           + scaledViscousCoeff * ( qp_damage - qp_damage_n ) * N[a] );
 
-      }
       for( localIndex b = 0; b < numNodesPerElem; ++b )
       {
-        if( m_localDissipationOption == LocalDissipation::Linear )
-        {
-          stack.localJacobian[ a ][ b ] -= detJ * ( 0.375* ell * ell * LvArray::tensorOps::AiBi< 3 >( dNdX[a], dNdX[b] )
-                                                    + (0.5 * ell * D/Gc) * m_constitutiveUpdate.getDegradationSecondDerivative( k, qp_damage ) * N[a] * N[b] );
-
-        }
-        else
-        {
-          stack.localJacobian[ a ][ b ] -= detJ * ( pow( ell, 2 ) * LvArray::tensorOps::AiBi< 3 >( dNdX[a], dNdX[b] )
-                                                    + N[a] * N[b] * (1 + m_constitutiveUpdate.getDegradationSecondDerivative( k, qp_damage ) * ell * strainEnergyDensity/Gc ) );
-        }
+        stack.localJacobian[ a ][ b ] -= detJ * ( nonlocalDissipationGradientCoeff * regularizationLength * regularizationLength * LvArray::tensorOps::AiBi< 3 >( dNdX[a], dNdX[b] )
+                                                  + ( localDissipationDeriv + scaledDrivingForce * degradationSecondDeriv + scaledViscousCoeff ) * N[a] * N[b] );
       }
     }
-
-
   }
 
   /**
@@ -293,13 +296,11 @@ class PhaseFieldDamageKernel :
   /// The global primary field array.
   arrayView1d< real64 const > const m_nodalDamage;
 
-  /// The array containing the damage on each quadrature point of all elements
-  arrayView2d< real64 const > const m_quadDamage;
-
   /// The array containing the external driving force on each quadrature point of all elements
   arrayView2d< real64 const > const m_quadExtDrivingForce;
 
-  PhaseFieldDamageKernelLocalDissipation m_localDissipationOption;
+  /// The damping coefficient eta of the viscous regularization of the phase-field evolution
+  real64 const m_viscousRegularizationCoeff;
 
 };
 
@@ -309,8 +310,7 @@ using PhaseFieldDamageKernelFactory = finiteElement::KernelFactory< PhaseFieldDa
                                                                     CRSMatrixView< real64, globalIndex const > const,
                                                                     arrayView1d< real64 > const,
                                                                     real64 const,
-                                                                    string const,
-                                                                    PhaseFieldDamageKernelLocalDissipation >;
+                                                                    real64 const >;
 
 } // namespace geos
 
diff --git a/src/coreComponents/physicsSolvers/simplePDE/PhaseFieldDamageFields.hpp b/src/coreComponents/physicsSolvers/simplePDE/PhaseFieldDamageFields.hpp
new file mode 100644
index 00000000000..0a38e7f72e2
--- /dev/null
+++ b/src/coreComponents/physicsSolvers/simplePDE/PhaseFieldDamageFields.hpp
@@ -0,0 +1,51 @@
+/*
+ * ------------------------------------------------------------------------------------------------------------
+ * SPDX-License-Identifier: LGPL-2.1-only
+ *
+ * Copyright (c) 2016-2024 Lawrence Livermore National Security LLC
+ * Copyright (c) 2018-2024 TotalEnergies
+ * Copyright (c) 2018-2024 The Board of Trustees of the Leland Stanford Junior University
+ * Copyright (c) 2023-2024 Chevron
+ * Copyright (c) 2019-     GEOS/GEOSX Contributors
+ * All rights reserved
+ *
+ * See top level LICENSE, COPYRIGHT, CONTRIBUTORS, NOTICE, and ACKNOWLEDGEMENTS files for details.
+ * ------------------------------------------------------------------------------------------------------------
+ */
+
+/**
+ * @file PhaseFieldDamageFields.hpp
+ */
+
+#ifndef GEOS_PHYSICSSOLVERS_SIMPLEPDE_PHASEFIELDDAMAGEFIELDS_HPP_
+#define GEOS_PHYSICSSOLVERS_SIMPLEPDE_PHASEFIELDDAMAGEFIELDS_HPP_
+
+#include "common/DataLayouts.hpp"
+#include "mesh/MeshFields.hpp"
+
+namespace geos
+{
+/**
+ * A scope for field traits.
+ */
+namespace fields
+{
+
+namespace phaseField
+{
+
+DECLARE_FIELD( damage,
+               "damage",
+               array1d< real64 >,
+               0,
+               LEVEL_0,
+               WRITE_AND_READ,
+               "Phase-field damage at the nodes" );
+
+}
+
+}
+
+}
+
+#endif // GEOS_PHYSICSSOLVERS_SIMPLEPDE_PHASEFIELDDAMAGEFIELDS_HPP_
diff --git a/src/coreComponents/physicsSolvers/simplePDE/PhaseFieldPressurizedDamageFEMKernels.hpp b/src/coreComponents/physicsSolvers/simplePDE/PhaseFieldPressurizedDamageFEMKernels.hpp
index 0623667d56c..1a137ddd189 100644
--- a/src/coreComponents/physicsSolvers/simplePDE/PhaseFieldPressurizedDamageFEMKernels.hpp
+++ b/src/coreComponents/physicsSolvers/simplePDE/PhaseFieldPressurizedDamageFEMKernels.hpp
@@ -53,22 +53,8 @@ class PhaseFieldPressurizedDamageKernel :
                                        CONSTITUTIVE_TYPE,
                                        FE_TYPE >;
 
-  using Base::numDofPerTestSupportPoint;
-  using Base::numDofPerTrialSupportPoint;
-  using Base::m_dofNumber;
-  using Base::m_dofRankOffset;
-  using Base::m_matrix;
-  using Base::m_rhs;
   using Base::m_elemsToNodes;
   using Base::m_constitutiveUpdate;
-  using Base::m_finiteElementSpace;
-  using Base::m_dt;
-  using Base::m_X;
-  using Base::m_nodalDamage;
-  using Base::m_quadDamage;
-  using Base::m_quadExtDrivingForce;
-  using Base::m_localDissipationOption;
-  using LocalDissipation = PhaseFieldDamageKernelLocalDissipation;
 
   /// Maximum number of nodes per element, which is equal to the maxNumTestSupportPointPerElem and
   /// maxNumTrialSupportPointPerElem by definition. When the FE_TYPE is not a Virtual Element, this
@@ -77,9 +63,9 @@ class PhaseFieldPressurizedDamageKernel :
 
   /**
    * @brief Constructor
-   * @copydoc geosx::finiteElement::ImplicitKernelBase::ImplicitKernelBase
-   * @param fieldName The name of the primary field
-   *                  (i.e. Temperature, Pressure, etc.)
+   * @copydoc geos::finiteElement::ImplicitKernelBase::ImplicitKernelBase
+   * @param inputViscousRegularizationCoeff The damping coefficient eta of the viscous
+   *                                        regularization of the phase-field evolution
    */
   PhaseFieldPressurizedDamageKernel( NodeManager const & nodeManager,
                                      EdgeManager const & edgeManager,
@@ -93,8 +79,7 @@ class PhaseFieldPressurizedDamageKernel :
                                      CRSMatrixView< real64, globalIndex const > const inputMatrix,
                                      arrayView1d< real64 > const inputRhs,
                                      real64 const inputDt,
-                                     string const fieldName,
-                                     LocalDissipation localDissipationOption ):
+                                     real64 const inputViscousRegularizationCoeff ):
     Base( nodeManager,
           edgeManager,
           faceManager,
@@ -107,8 +92,7 @@ class PhaseFieldPressurizedDamageKernel :
           inputMatrix,
           inputRhs,
           inputDt,
-          fieldName,
-          localDissipationOption ),
+          inputViscousRegularizationCoeff ),
     m_disp( nodeManager.getField< fields::solidMechanics::totalDisplacement >() ),
     m_fluidPressure( elementSubRegion.template getField< fields::flow::pressure >()  ),
     m_fluidPressureGradient( elementSubRegion.template getReference< array2d< real64 > >( "pressureGradient" ) )
@@ -117,9 +101,9 @@ class PhaseFieldPressurizedDamageKernel :
   //***************************************************************************
   /**
    * @class StackVariables
-   * @copydoc geosx::finiteElement::ImplicitKernelBase::StackVariables
+   * @copydoc geos::finiteElement::ImplicitKernelBase::StackVariables
    *
-   * Adds a stack array for the primary field.
+   * Adds a stack array for the element local nodal displacement.
    */
   struct StackVariables : Base::StackVariables
   {
@@ -140,7 +124,7 @@ class PhaseFieldPressurizedDamageKernel :
 
   /**
    * @brief Copy global values from primary field to a local stack array.
-   * @copydoc geosx::finiteElement::ImplicitKernelBase::setup
+   * @copydoc geos::finiteElement::ImplicitKernelBase::setup
    */
   GEOS_HOST_DEVICE
   GEOS_FORCE_INLINE
@@ -156,6 +140,12 @@ class PhaseFieldPressurizedDamageKernel :
     }
   }
 
+  /**
+   * @copydoc geos::finiteElement::KernelBase::quadraturePointKernel
+   *
+   * Adds the fracture pressure contribution of Fei et al. (2023, IJNAMG)
+   * on top of the base damage kernel.
+   */
   GEOS_HOST_DEVICE
   GEOS_FORCE_INLINE
   void quadraturePointKernel( localIndex const k,
@@ -164,12 +154,12 @@ class PhaseFieldPressurizedDamageKernel :
   {
     Base::quadraturePointKernel( k, q, stack );
 
-    real64 const ell = m_constitutiveUpdate.getRegularizationLength();
+    real64 const regularizationLength = m_constitutiveUpdate.getRegularizationLength();
     real64 const Gc = m_constitutiveUpdate.getCriticalFractureEnergy( k );
     real64 const volStrain = m_constitutiveUpdate.getVolStrain( k, q );
     real64 const biotCoeff = m_constitutiveUpdate.getBiotCoefficient( k );
 
-    //Interpolate d and grad_d
+    //Interpolate d and u
     real64 N[ numNodesPerElem ];
     real64 dNdX[ numNodesPerElem ][ 3 ];
     real64 const detJ = FE_TYPE::calcGradN( q, stack.xLocal, dNdX );
@@ -187,17 +177,21 @@ class PhaseFieldPressurizedDamageKernel :
       elemPresGradient[i] = m_fluidPressureGradient( k, i );
     }
 
+    real64 const pressureDamageDeriv = m_constitutiveUpdate.pressureDamageFunctionDerivative( qp_damage );
+    real64 const pressureDamageSecondDeriv = m_constitutiveUpdate.pressureDamageFunctionSecondDerivative( qp_damage );
+
+    // Pressure work density scaled by the dissipation normalization.
+    real64 const scaledPressureWork = 0.5 * regularizationLength/Gc *
+                                      ( ( 1.0 - biotCoeff ) * volStrain * m_fluidPressure( k )
+                                        + LvArray::tensorOps::AiBi< 3 >( qp_disp, elemPresGradient ) );
+
     for( localIndex a = 0; a < numNodesPerElem; ++a )
     {
-      /// Add pressure effects
-      stack.localResidual[ a ] -= detJ * 0.5 * ell/Gc * ( ( 1.0 - biotCoeff ) * volStrain * m_fluidPressure( k ) * m_constitutiveUpdate.pressureDamageFunctionDerivative( qp_damage ) * N[a]
-                                                          + LvArray::tensorOps::AiBi< 3 >( qp_disp, elemPresGradient ) * m_constitutiveUpdate.pressureDamageFunctionDerivative( qp_damage ) * N[a] );
+      stack.localResidual[ a ] -= detJ * scaledPressureWork * pressureDamageDeriv * N[a];
 
       for( localIndex b = 0; b < numNodesPerElem; ++b )
       {
-        stack.localJacobian[ a ][ b ] -= detJ * 0.5 * ell/Gc *
-                                         ( ( 1.0 - biotCoeff ) * volStrain * m_fluidPressure( k ) * m_constitutiveUpdate.pressureDamageFunctionSecondDerivative( qp_damage ) * N[a] * N[b]
-                                           + LvArray::tensorOps::AiBi< 3 >( qp_disp, elemPresGradient ) * m_constitutiveUpdate.pressureDamageFunctionSecondDerivative( qp_damage ) * N[a] * N[b] );
+        stack.localJacobian[ a ][ b ] -= detJ * scaledPressureWork * pressureDamageSecondDeriv * N[a] * N[b];
       }
     }
   }
@@ -219,8 +213,7 @@ using PhaseFieldPressurizedDamageKernelFactory = finiteElement::KernelFactory< P
                                                                                CRSMatrixView< real64, globalIndex const > const,
                                                                                arrayView1d< real64 > const,
                                                                                real64 const,
-                                                                               string const,
-                                                                               PhaseFieldDamageKernelLocalDissipation >;
+                                                                               real64 const >;
 
 } // namespace geos
 
diff --git a/src/coreComponents/schema/schema.xsd b/src/coreComponents/schema/schema.xsd
index d678b835b53..c088a8aeb0e 100644
--- a/src/coreComponents/schema/schema.xsd
+++ b/src/coreComponents/schema/schema.xsd
@@ -4554,16 +4554,12 @@ When set to `all` output both convergence & iteration information to a csv.-->
 		<xsd:attribute name="damageUpperBound" type="real64" default="1.5" />
 		<!--discretization => Name of discretization object (defined in the :ref:`NumericalMethodsManager`) to use for this solver. For instance, if this is a Finite Element Solver, the name of a :ref:`FiniteElement` should be specified. If this is a Finite Volume Method, the name of a :ref:`FiniteVolume` discretization should be specified.-->
 		<xsd:attribute name="discretization" type="groupNameRef" use="required" />
-		<!--fieldName => name of field variable-->
-		<xsd:attribute name="fieldName" type="groupNameRef" use="required" />
 		<!--fracturePressureTermFlag => The flag to indicate whether to add the fracture pressure contribution-->
 		<xsd:attribute name="fracturePressureTermFlag" type="integer" default="0" />
 		<!--initialDt => Initial time-step value required by the solver to the event manager.-->
 		<xsd:attribute name="initialDt" type="real64" default="1e+99" />
 		<!--irreversibilityFlag => The flag to indicate whether to apply the irreversibility constraint-->
 		<xsd:attribute name="irreversibilityFlag" type="integer" default="0" />
-		<!--localDissipation => Type of local dissipation function. Can be Linear or Quadratic-->
-		<xsd:attribute name="localDissipation" type="geos_PhaseFieldDamageFEM_LocalDissipation" use="required" />
 		<!--logLevel => Sets the level of information to write in the standard output (the console typically).
 Information output from lower logLevels is added with the desired log level
 1
@@ -4582,6 +4578,8 @@ Information output from lower logLevels is added with the desired log level
 		<xsd:attribute name="timeIntegrationOption" type="geos_PhaseFieldDamageFEM_TimeIntegrationOption" use="required" />
 		<!--usePhysicsScaling => Enable physics-based scaling of the linear system. Default: true.-->
 		<xsd:attribute name="usePhysicsScaling" type="integer" default="1" />
+		<!--viscousRegularizationCoeff => Damping coefficient eta of the viscous regularization of the phase-field evolution. The rate-independent limit is recovered for eta = 0-->
+		<xsd:attribute name="viscousRegularizationCoeff" type="real64" default="0" />
 		<!--writeLinearSystem => Write matrix, rhs, solution to screen ( = 1) or file ( = 2).-->
 		<xsd:attribute name="writeLinearSystem" type="integer" default="0" />
 		<!--writeStatistics => When set to `iteration`, output iterations information to a csv
@@ -4591,11 +4589,6 @@ When set to `all` output both convergence & iteration information to a csv.-->
 		<!--name => A name is required for any non-unique nodes-->
 		<xsd:attribute name="name" type="groupName" use="required" />
 	</xsd:complexType>
-	<xsd:simpleType name="geos_PhaseFieldDamageFEM_LocalDissipation">
-		<xsd:restriction base="xsd:string">
-			<xsd:pattern value=".*[\[\]`$].*|Linear|Quadratic" />
-		</xsd:restriction>
-	</xsd:simpleType>
 	<xsd:simpleType name="geos_PhaseFieldDamageFEM_TimeIntegrationOption">
 		<xsd:restriction base="xsd:string">
 			<xsd:pattern value=".*[\[\]`$].*|SteadyState|ImplicitTransient|ExplicitTransient" />
@@ -7850,13 +7843,25 @@ if the table is requested to be output in the log, and it is too large, a CSV fi
 		<xsd:attribute name="defaultYoungModulus" type="real64" default="-1" />
 		<!--degradationLowerLimit => The lower limit of the degradation function-->
 		<xsd:attribute name="degradationLowerLimit" type="real64" default="0" />
-		<!--extDrivingForceFlag => Whether to have external driving force. Can be 0 or 1-->
-		<xsd:attribute name="extDrivingForceFlag" type="integer" default="0" />
+		<!--fractureModelType => Type of crack/fracture model. Can be Brittle, Cohesive, or Nucleation-->
+		<xsd:attribute name="fractureModelType" type="geos_constitutive_FractureModelType" default="Brittle" />
 		<!--lengthScale => Length scale l in the phase-field equation-->
 		<xsd:attribute name="lengthScale" type="real64" use="required" />
+		<!--localDissipationOption => Type of local dissipation function. Must match the damage solver's localDissipation option. Can be Linear or Quadratic-->
+		<xsd:attribute name="localDissipationOption" type="geos_constitutive_LocalDissipationOption" default="Linear" />
 		<!--name => A name is required for any non-unique nodes-->
 		<xsd:attribute name="name" type="groupName" use="required" />
 	</xsd:complexType>
+	<xsd:simpleType name="geos_constitutive_FractureModelType">
+		<xsd:restriction base="xsd:string">
+			<xsd:pattern value=".*[\[\]`$].*|Brittle|Cohesive|Nucleation" />
+		</xsd:restriction>
+	</xsd:simpleType>
+	<xsd:simpleType name="geos_constitutive_LocalDissipationOption">
+		<xsd:restriction base="xsd:string">
+			<xsd:pattern value=".*[\[\]`$].*|Linear|Quadratic" />
+		</xsd:restriction>
+	</xsd:simpleType>
 	<xsd:complexType name="DamagePermeabilityType">
 		<!--bulkPermeability => Permeability of the intact bulk material-->
 		<xsd:attribute name="bulkPermeability" type="real64" use="required" />
@@ -7890,10 +7895,12 @@ if the table is requested to be output in the log, and it is too large, a CSV fi
 		<xsd:attribute name="defaultYoungModulus" type="real64" default="-1" />
 		<!--degradationLowerLimit => The lower limit of the degradation function-->
 		<xsd:attribute name="degradationLowerLimit" type="real64" default="0" />
-		<!--extDrivingForceFlag => Whether to have external driving force. Can be 0 or 1-->
-		<xsd:attribute name="extDrivingForceFlag" type="integer" default="0" />
+		<!--fractureModelType => Type of crack/fracture model. Can be Brittle, Cohesive, or Nucleation-->
+		<xsd:attribute name="fractureModelType" type="geos_constitutive_FractureModelType" default="Cohesive" />
 		<!--lengthScale => Length scale l in the phase-field equation-->
 		<xsd:attribute name="lengthScale" type="real64" use="required" />
+		<!--localDissipationOption => Type of local dissipation function. Must match the damage solver's localDissipation option. Can be Linear or Quadratic-->
+		<xsd:attribute name="localDissipationOption" type="geos_constitutive_LocalDissipationOption" default="Linear" />
 		<!--name => A name is required for any non-unique nodes-->
 		<xsd:attribute name="name" type="groupName" use="required" />
 	</xsd:complexType>
@@ -7922,10 +7929,12 @@ if the table is requested to be output in the log, and it is too large, a CSV fi
 		<xsd:attribute name="defaultYoungModulus" type="real64" default="-1" />
 		<!--degradationLowerLimit => The lower limit of the degradation function-->
 		<xsd:attribute name="degradationLowerLimit" type="real64" default="0" />
-		<!--extDrivingForceFlag => Whether to have external driving force. Can be 0 or 1-->
-		<xsd:attribute name="extDrivingForceFlag" type="integer" default="0" />
+		<!--fractureModelType => Type of crack/fracture model. Can be Brittle, Cohesive, or Nucleation-->
+		<xsd:attribute name="fractureModelType" type="geos_constitutive_FractureModelType" default="Brittle" />
 		<!--lengthScale => Length scale l in the phase-field equation-->
 		<xsd:attribute name="lengthScale" type="real64" use="required" />
+		<!--localDissipationOption => Type of local dissipation function. Must match the damage solver's localDissipation option. Can be Linear or Quadratic-->
+		<xsd:attribute name="localDissipationOption" type="geos_constitutive_LocalDissipationOption" default="Linear" />
 		<!--name => A name is required for any non-unique nodes-->
 		<xsd:attribute name="name" type="groupName" use="required" />
 	</xsd:complexType>
diff --git a/src/coreComponents/schema/schema.xsd.other b/src/coreComponents/schema/schema.xsd.other
index 1d9ea57c5f2..cf0ac4ad56b 100644
--- a/src/coreComponents/schema/schema.xsd.other
+++ b/src/coreComponents/schema/schema.xsd.other
@@ -2486,6 +2486,8 @@ A field can represent a physical variable. (pressure, temperature, global compos
 		<xsd:attribute name="bulkModulus" type="real64_array" />
 		<!--compressiveStrength => Compressive strength-->
 		<xsd:attribute name="compressiveStrength" type="real64_array" />
+		<!--crackDrivingForce => Material crack driving force-->
+		<xsd:attribute name="crackDrivingForce" type="real64_array2d" />
 		<!--criticalFractureEnergy => Critical fracture energy-->
 		<xsd:attribute name="criticalFractureEnergy" type="real64_array" />
 		<!--damage => Material damage-->
@@ -2498,6 +2500,8 @@ A field can represent a physical variable. (pressure, temperature, global compos
 		<xsd:attribute name="density" type="real64_array2d" />
 		<!--extDrivingForce => External driving force-->
 		<xsd:attribute name="extDrivingForce" type="real64_array2d" />
+		<!--oldCrackDrivingForce => Material crack driving force at the last converged state-->
+		<xsd:attribute name="oldCrackDrivingForce" type="real64_array2d" />
 		<!--oldDamage => Material old damage-->
 		<xsd:attribute name="oldDamage" type="real64_array2d" />
 		<!--oldStress => Previous material stress-->
@@ -2506,8 +2510,6 @@ A field can represent a physical variable. (pressure, temperature, global compos
 		<xsd:attribute name="poissonRatio" type="real64_array" />
 		<!--shearModulus => Shear modulus-->
 		<xsd:attribute name="shearModulus" type="real64_array" />
-		<!--strainEnergyDensity => Material strain energy density-->
-		<xsd:attribute name="strainEnergyDensity" type="real64_array2d" />
 		<!--stress => Current material stress-->
 		<xsd:attribute name="stress" type="real64_array3d" />
 		<!--tensileStrength => Tensile strength-->
@@ -2532,6 +2534,8 @@ A field can represent a physical variable. (pressure, temperature, global compos
 		<xsd:attribute name="bulkModulus" type="real64_array" />
 		<!--compressiveStrength => Compressive strength-->
 		<xsd:attribute name="compressiveStrength" type="real64_array" />
+		<!--crackDrivingForce => Material crack driving force-->
+		<xsd:attribute name="crackDrivingForce" type="real64_array2d" />
 		<!--criticalFractureEnergy => Critical fracture energy-->
 		<xsd:attribute name="criticalFractureEnergy" type="real64_array" />
 		<!--damage => Material damage-->
@@ -2544,6 +2548,8 @@ A field can represent a physical variable. (pressure, temperature, global compos
 		<xsd:attribute name="density" type="real64_array2d" />
 		<!--extDrivingForce => External driving force-->
 		<xsd:attribute name="extDrivingForce" type="real64_array2d" />
+		<!--oldCrackDrivingForce => Material crack driving force at the last converged state-->
+		<xsd:attribute name="oldCrackDrivingForce" type="real64_array2d" />
 		<!--oldDamage => Material old damage-->
 		<xsd:attribute name="oldDamage" type="real64_array2d" />
 		<!--oldStress => Previous material stress-->
@@ -2552,8 +2558,6 @@ A field can represent a physical variable. (pressure, temperature, global compos
 		<xsd:attribute name="poissonRatio" type="real64_array" />
 		<!--shearModulus => Shear modulus-->
 		<xsd:attribute name="shearModulus" type="real64_array" />
-		<!--strainEnergyDensity => Material strain energy density-->
-		<xsd:attribute name="strainEnergyDensity" type="real64_array2d" />
 		<!--stress => Current material stress-->
 		<xsd:attribute name="stress" type="real64_array3d" />
 		<!--tensileStrength => Tensile strength-->
@@ -2572,6 +2576,8 @@ A field can represent a physical variable. (pressure, temperature, global compos
 		<xsd:attribute name="bulkModulus" type="real64_array" />
 		<!--compressiveStrength => Compressive strength-->
 		<xsd:attribute name="compressiveStrength" type="real64_array" />
+		<!--crackDrivingForce => Material crack driving force-->
+		<xsd:attribute name="crackDrivingForce" type="real64_array2d" />
 		<!--criticalFractureEnergy => Critical fracture energy-->
 		<xsd:attribute name="criticalFractureEnergy" type="real64_array" />
 		<!--damage => Material damage-->
@@ -2584,6 +2590,8 @@ A field can represent a physical variable. (pressure, temperature, global compos
 		<xsd:attribute name="density" type="real64_array2d" />
 		<!--extDrivingForce => External driving force-->
 		<xsd:attribute name="extDrivingForce" type="real64_array2d" />
+		<!--oldCrackDrivingForce => Material crack driving force at the last converged state-->
+		<xsd:attribute name="oldCrackDrivingForce" type="real64_array2d" />
 		<!--oldDamage => Material old damage-->
 		<xsd:attribute name="oldDamage" type="real64_array2d" />
 		<!--oldStress => Previous material stress-->
@@ -2592,8 +2600,6 @@ A field can represent a physical variable. (pressure, temperature, global compos
 		<xsd:attribute name="poissonRatio" type="real64_array" />
 		<!--shearModulus => Shear modulus-->
 		<xsd:attribute name="shearModulus" type="real64_array" />
-		<!--strainEnergyDensity => Material strain energy density-->
-		<xsd:attribute name="strainEnergyDensity" type="real64_array2d" />
 		<!--stress => Current material stress-->
 		<xsd:attribute name="stress" type="real64_array3d" />
 		<!--tensileStrength => Tensile strength-->