PowerLawHardening

Plastic hardening following a power law.

Overview

This plastic hardening model defines the following plastic energy (and its derivatives)

$var element = document.getElementById("moose-equation-b8199a21-6d78-4188-ae05-16d74095aaa5");katex.render("\\begin{aligned} \\psi^p = \\dfrac{n}{n+1}g \\sigma_y \\epsilon_0 \\left[ \\left( 1+\\dfrac{\\ep}{\\epsilon_0} \\right)^{\\dfrac{n+1}{n}} - 1 \\right], \\\\ \\end{aligned}", element, {displayMode:true,throwOnError:false,macros:{"\\bs":"\\boldsymbol{#1}","\\normal":"\\bs{n}","\\grad":"\\bs{\\nabla}","\\divergence":"\\grad \\cdot","\\norm":"\\left\\lVert#1\\right\\rVert","\\abs":"\\left\\lvert#1\\right\\rvert","\\tr":"\\text{tr}","\\dev":"\\text{dev}","\\sym":"\\text{sym}","\\diff":"\\text{ d}#1","\\activepart":"{\\left< A \\right>}","\\inactivepart":"{\\left< I \\right>}","\\Gc":"{\\mathcal{G}_c}","\\strain":"\\bs{\\varepsilon}","\\stress":"\\bs{\\sigma}","\\macaulay":"\\left<#1\\right>","\\body":"\\Omega","\\bodyboundary":"{\\partial\\body}","\\ep":"{\\varepsilon^p}","\\ep0":"{\\varepsilon_0^p}","\\epdot":"{\\dot{\\varepsilon}}^p","\\epdot0":"{\\dot{\\varepsilon}}_0^p","\\bfa":"\\boldsymbol{a}","\\bfb":"\\boldsymbol{b}","\\bfc":"\\boldsymbol{c}","\\bfd":"\\boldsymbol{d}","\\bfe":"\\boldsymbol{e}","\\bff":"\\boldsymbol{f}","\\bfg":"\\boldsymbol{g}","\\bfh":"\\boldsymbol{h}","\\bfi":"\\boldsymbol{i}","\\bfj":"\\boldsymbol{j}","\\bfk":"\\boldsymbol{k}","\\bfl":"\\boldsymbol{l}","\\bfm":"\\boldsymbol{m}","\\bfn":"\\boldsymbol{n}","\\bfo":"\\boldsymbol{o}","\\bfp":"\\boldsymbol{p}","\\bfq":"\\boldsymbol{q}","\\bfr":"\\boldsymbol{r}","\\bfs":"\\boldsymbol{s}","\\bft":"\\boldsymbol{t}","\\bfu":"\\boldsymbol{u}","\\bfv":"\\boldsymbol{v}","\\bfw":"\\boldsymbol{w}","\\bfx":"\\boldsymbol{x}","\\bfy":"\\boldsymbol{y}","\\bfz":"\\boldsymbol{z}","\\bfA":"\\boldsymbol{A}","\\bfB":"\\boldsymbol{B}","\\bfC":"\\boldsymbol{C}","\\bfD":"\\boldsymbol{D}","\\bfE":"\\boldsymbol{E}","\\bfF":"\\boldsymbol{F}","\\bfG":"\\boldsymbol{G}","\\bfH":"\\boldsymbol{H}","\\bfI":"\\boldsymbol{I}","\\bfJ":"\\boldsymbol{J}","\\bfK":"\\boldsymbol{K}","\\bfL":"\\boldsymbol{L}","\\bfM":"\\boldsymbol{M}","\\bfN":"\\boldsymbol{N}","\\bfO":"\\boldsymbol{O}","\\bfP":"\\boldsymbol{P}","\\bfQ":"\\boldsymbol{Q}","\\bfR":"\\boldsymbol{R}","\\bfS":"\\boldsymbol{S}","\\bfT":"\\boldsymbol{T}","\\bfU":"\\boldsymbol{U}","\\bfV":"\\boldsymbol{V}","\\bfW":"\\boldsymbol{W}","\\bfX":"\\boldsymbol{X}","\\bfY":"\\boldsymbol{Y}","\\bfZ":"\\boldsymbol{Z}"}});$

Example Input File Syntax

Input Parameters

exponentThe exponent n in the power law hardening $n$
C++ Type:MaterialPropertyName
Unit:(no unit assumed)
Controllable:No
Description:The exponent n in the power law hardening $n$
phase_fieldName of the phase-field (damage) variable
C++ Type:std::vector<VariableName>
Unit:(no unit assumed)
Controllable:No
Description:Name of the phase-field (damage) variable
reference_plastic_strainThe $\epsilon_0$ parameter in the power law hardening
C++ Type:MaterialPropertyName
Unit:(no unit assumed)
Controllable:No
Description:The $\epsilon_0$ parameter in the power law hardening
yield_stressThe yield stress $\sigma_y$
C++ Type:MaterialPropertyName
Unit:(no unit assumed)
Controllable:No
Description:The yield stress $\sigma_y$

Required Parameters

base_nameOptional parameter that allows the user to define multiple mechanics material systems on the same block, i.e. for multiple phases
C++ Type:std::string
Unit:(no unit assumed)
Controllable:No
Description:Optional parameter that allows the user to define multiple mechanics material systems on the same block, i.e. for multiple phases
blockThe list of blocks (ids or names) that this object will be applied
C++ Type:std::vector<SubdomainName>
Unit:(no unit assumed)
Controllable:No
Description:The list of blocks (ids or names) that this object will be applied
boundaryThe list of boundaries (ids or names) from the mesh where this object applies
C++ Type:std::vector<BoundaryName>
Unit:(no unit assumed)
Controllable:No
Description:The list of boundaries (ids or names) from the mesh where this object applies
constant_onNONEWhen ELEMENT, MOOSE will only call computeQpProperties() for the 0th quadrature point, and then copy that value to the other qps.When SUBDOMAIN, MOOSE will only call computeQpProperties() for the 0th quadrature point, and then copy that value to the other qps. Evaluations on element qps will be skipped
Default:NONE
C++ Type:MooseEnum
Unit:(no unit assumed)
Options:NONE, ELEMENT, SUBDOMAIN
Controllable:No
Description:When ELEMENT, MOOSE will only call computeQpProperties() for the 0th quadrature point, and then copy that value to the other qps.When SUBDOMAIN, MOOSE will only call computeQpProperties() for the 0th quadrature point, and then copy that value to the other qps. Evaluations on element qps will be skipped
declare_suffixAn optional suffix parameter that can be appended to any declared properties. The suffix will be prepended with a '_' character.
C++ Type:MaterialPropertyName
Unit:(no unit assumed)
Controllable:No
Description:An optional suffix parameter that can be appended to any declared properties. The suffix will be prepended with a '_' character.
degradation_functiongpThe degradation function
Default:gp
C++ Type:MaterialPropertyName
Unit:(no unit assumed)
Controllable:No
Description:The degradation function
plastic_energy_densitypsipName of the plastic energy density computed by this material model
Default:psip
C++ Type:MaterialPropertyName
Unit:(no unit assumed)
Controllable:No
Description:Name of the plastic energy density computed by this material model
prop_getter_suffixAn optional suffix parameter that can be appended to any attempt to retrieve/get material properties. The suffix will be prepended with a '_' character.
C++ Type:MaterialPropertyName
Unit:(no unit assumed)
Controllable:No
Description:An optional suffix parameter that can be appended to any attempt to retrieve/get material properties. The suffix will be prepended with a '_' character.
use_interpolated_stateFalseFor the old and older state use projected material properties interpolated at the quadrature points. To set up projection use the ProjectedStatefulMaterialStorageAction.
Default:False
C++ Type:bool
Unit:(no unit assumed)
Controllable:No
Description:For the old and older state use projected material properties interpolated at the quadrature points. To set up projection use the ProjectedStatefulMaterialStorageAction.

Optional Parameters

control_tagsAdds user-defined labels for accessing object parameters via control logic.
C++ Type:std::vector<std::string>
Unit:(no unit assumed)
Controllable:No
Description:Adds user-defined labels for accessing object parameters via control logic.
enableTrueSet the enabled status of the MooseObject.
Default:True
C++ Type:bool
Unit:(no unit assumed)
Controllable:Yes
Description:Set the enabled status of the MooseObject.
implicitTrueDetermines whether this object is calculated using an implicit or explicit form
Default:True
C++ Type:bool
Unit:(no unit assumed)
Controllable:No
Description:Determines whether this object is calculated using an implicit or explicit form
seed0The seed for the master random number generator
Default:0
C++ Type:unsigned int
Unit:(no unit assumed)
Controllable:No
Description:The seed for the master random number generator
use_displaced_meshFalseWhether or not this object should use the displaced mesh for computation. Note that in the case this is true but no displacements are provided in the Mesh block the undisplaced mesh will still be used.
Default:False
C++ Type:bool
Unit:(no unit assumed)
Controllable:No
Description:Whether or not this object should use the displaced mesh for computation. Note that in the case this is true but no displacements are provided in the Mesh block the undisplaced mesh will still be used.

Advanced Parameters

output_propertiesList of material properties, from this material, to output (outputs must also be defined to an output type)
C++ Type:std::vector<std::string>
Unit:(no unit assumed)
Controllable:No
Description:List of material properties, from this material, to output (outputs must also be defined to an output type)
outputsnone Vector of output names where you would like to restrict the output of variables(s) associated with this object
Default:none
C++ Type:std::vector<OutputName>
Unit:(no unit assumed)
Controllable:No
Description:Vector of output names where you would like to restrict the output of variables(s) associated with this object

Outputs Parameters

Input Files

(tutorials/small_deformation/elastoplasticity.i)
(tutorials/mode1_ductile_fracture/elastoplasticity.i)
(test/tests/hardening_models/power_law_hardening.i)
(tutorials/three_point_bending/elastoplasticity.i)
(tutorials/homogeneous_cube/CNH_J2_powerlawhardening/elastoplasticity_fracture.i)
(tutorials/homogeneous_cube/Hencky_J2_powerlawhardening/elastoplasticity_fracture.i)
(tutorials/large_deformation/elastoplasticity.i)

(tutorials/small_deformation/elastoplasticity.i)

E = 2.1e5
nu = 0.3
K = '${fparse E/3/(1-2*nu)}'
G = '${fparse E/2/(1+nu)}'
sigma_y = 50
n = 5
ep0 = 0.001

[GlobalParams]
  displacements = 'disp_x disp_y'
  volumetric_locking_correction = true
[]

[Mesh]
  [gen]
    type = GeneratedMeshGenerator
    dim = 2
    nx = 30
    ny = 15
    ymax = 0.5
  []
  [noncrack]
    type = BoundingBoxNodeSetGenerator
    input = gen
    new_boundary = noncrack
    bottom_left = '0.5 0 0'
    top_right = '1 0 0'
  []
  construct_side_list_from_node_list = true
[]

[Variables]
  [disp_x]
  []
  [disp_y]
  []
[]

[AuxVariables]
  [fy]
  []
  [d]
  []
[]

[Kernels]
  [solid_x]
    type = ADStressDivergenceTensors
    variable = disp_x
    component = 0
  []
  [solid_y]
    type = ADStressDivergenceTensors
    variable = disp_y
    component = 1
    save_in = fy
  []
[]

[BCs]
  [ydisp]
    type = FunctionDirichletBC
    variable = disp_y
    boundary = top
    function = 't'
  []
  [yfix]
    type = DirichletBC
    variable = disp_y
    boundary = noncrack
    value = 0
  []
  [xfix]
    type = DirichletBC
    variable = disp_x
    boundary = top
    value = 0
  []
[]

[Materials]
  [bulk]
    type = ADGenericConstantMaterial
    prop_names = 'K G'
    prop_values = '${K} ${G}'
  []
  [no_degradation]
    type = NoDegradation
    property_name = g
    expression = 1
    phase_field = d
  []
  [strain]
    type = ADComputeSmallStrain
  []
  [elasticity]
    type = SmallDeformationIsotropicElasticity
    bulk_modulus = K
    shear_modulus = G
    phase_field = d
    degradation_function = g
    output_properties = 'elastic_strain'
    outputs = exodus
  []
  [hardening]
    type = PowerLawHardening
    yield_stress = ${sigma_y}
    exponent = ${n}
    reference_plastic_strain = ${ep0}
    phase_field = d
    degradation_function = g
  []
  [plasticity]
    type = SmallDeformationJ2Plasticity
    hardening_model = hardening
    output_properties = 'effective_plastic_strain plastic_strain'
    outputs = exodus
  []
  [stress]
    type = ComputeSmallDeformationStress
    elasticity_model = elasticity
    plasticity_model = plasticity
    output_properties = 'stress'
    outputs = exodus
  []
[]

[Postprocessors]
  [Fy]
    type = NodalSum
    variable = fy
    boundary = top
  []
[]

[Executioner]
  type = Transient

  solve_type = NEWTON
  petsc_options_iname = '-pc_type -pc_factor_mat_solver_package'
  petsc_options_value = 'lu       superlu_dist                 '
  automatic_scaling = true

  nl_rel_tol = 1e-8
  nl_abs_tol = 1e-10

  dt = 1e-5
  end_time = 1e-3
[]

[Outputs]
  exodus = true
  print_linear_residuals = false
[]

(tutorials/mode1_ductile_fracture/elastoplasticity.i)

E = 2.1e5
nu = 0.3
K = '${fparse E/3/(1-2*nu)}'
G = '${fparse E/2/(1+nu)}'

Gc = 2.7
psic = 14.88
l = 0.02

sigma_y = 1000
n = 5
ep0 = 0.005

[MultiApps]
  [fracture]
    type = TransientMultiApp
    input_files = fracture.i
    cli_args = 'Gc=${Gc};psic=${psic};l=${l}'
    execute_on = 'TIMESTEP_END'
  []
[]

[Transfers]
  [from_d]
    type = MultiAppGeneralFieldShapeEvaluationTransfer
    from_multi_app = 'fracture'
    variable = d
    source_variable = d
  []
  [to_psie_active]
    type = MultiAppGeneralFieldShapeEvaluationTransfer
    to_multi_app = 'fracture'
    variable = psie_active
    source_variable = psie_active
  []
  [to_psip_active]
    type = MultiAppGeneralFieldShapeEvaluationTransfer
    to_multi_app = 'fracture'
    variable = psip_active
    source_variable = psip_active
  []
[]

[GlobalParams]
  displacements = 'disp_x disp_y'
  volumetric_locking_correction = true
[]

[Mesh]
  [gen]
    type = GeneratedMeshGenerator
    dim = 2
    nx = 30
    ny = 15
    ymax = 0.5
  []
  [noncrack]
    type = BoundingBoxNodeSetGenerator
    input = gen
    new_boundary = noncrack
    bottom_left = '0.5 0 0'
    top_right = '1 0 0'
  []
  construct_side_list_from_node_list = true
[]

[Adaptivity]
  marker = marker
  initial_marker = marker
  initial_steps = 2
  stop_time = 0
  max_h_level = 2
  [Markers]
    [marker]
      type = OrientedBoxMarker
      center = '0.75 0.25 0'
      length = 0.8
      width = 0.1
      height = 1
      length_direction = '1 1 0'
      width_direction = '-1 1 0'
      inside = REFINE
      outside = DO_NOTHING
    []
  []
[]

[Variables]
  [disp_x]
  []
  [disp_y]
  []
[]

[AuxVariables]
  [fy]
  []
  [d]
  []
[]

[Kernels]
  [solid_x]
    type = ADStressDivergenceTensors
    variable = disp_x
    component = 0
  []
  [solid_y]
    type = ADStressDivergenceTensors
    variable = disp_y
    component = 1
    save_in = fy
  []
[]

[BCs]
  [ydisp]
    type = FunctionDirichletBC
    variable = disp_y
    boundary = top
    function = 't'
  []
  [yfix]
    type = DirichletBC
    variable = disp_y
    boundary = noncrack
    value = 0
  []
  [xfix]
    type = DirichletBC
    variable = disp_x
    boundary = top
    value = 0
  []
[]

[Materials]
  [bulk_properties]
    type = ADGenericConstantMaterial
    prop_names = 'K G l Gc psic'
    prop_values = '${K} ${G} ${l} ${Gc} ${psic}'
  []
  [crack_geometric]
    type = CrackGeometricFunction
    property_name = alpha
    expression = 'd'
    phase_field = d
  []
  [degradation]
    type = RationalDegradationFunction
    property_name = g
    expression = (1-d)^p/((1-d)^p+(Gc/psic*xi/c0/l)*d*(1+a2*d+a2*a3*d^2))*(1-eta)+eta
    phase_field = d
    material_property_names = 'Gc psic xi c0 l '
    parameter_names = 'p a2 a3 eta '
    parameter_values = '2 -0.5 0 1e-6'
  []
  [strain]
    type = ADComputeSmallStrain
  []
  [elasticity]
    type = SmallDeformationIsotropicElasticity
    bulk_modulus = K
    shear_modulus = G
    phase_field = d
    degradation_function = g
    decomposition = NONE
    output_properties = 'elastic_strain psie_active'
    outputs = exodus
  []
  [plasticity]
    type = SmallDeformationJ2Plasticity
    hardening_model = power_law_hardening
    output_properties = 'effective_plastic_strain'
    outputs = exodus
  []
  [power_law_hardening]
    type = PowerLawHardening
    degradation_function = g
    yield_stress = ${sigma_y}
    exponent = ${n}
    reference_plastic_strain = ${ep0}
    phase_field = d
    output_properties = 'psip_active'
    outputs = exodus
  []
  [stress]
    type = ComputeSmallDeformationStress
    elasticity_model = elasticity
    plasticity_model = plasticity
    output_properties = 'stress'
    outputs = exodus
  []
[]

[Postprocessors]
  [Fy]
    type = NodalSum
    variable = fy
    boundary = top
  []
[]

[Executioner]
  type = Transient

  solve_type = NEWTON
  petsc_options_iname = '-pc_type -pc_factor_mat_solver_package'
  petsc_options_value = 'lu       superlu_dist                 '
  automatic_scaling = true

  nl_rel_tol = 1e-8
  nl_abs_tol = 1e-10

  dt = 2e-5
  end_time = 1e-2

  fixed_point_max_its = 20
  accept_on_max_fixed_point_iteration = true
  fixed_point_rel_tol = 1e-8
  fixed_point_abs_tol = 1e-10
[]

[Outputs]
  exodus = true
  print_linear_residuals = false
[]

(test/tests/hardening_models/power_law_hardening.i)

hardening_model_name = power_law_hardening

sigma_y = 320
n = 5
ep0 = 0.01

[Materials]
  [power_law_hardening]
    type = PowerLawHardening
    yield_stress = ${sigma_y}
    exponent = ${n}
    reference_plastic_strain = ${ep0}
    phase_field = d
    degradation_function = g
  []
[]

(tutorials/three_point_bending/elastoplasticity.i)

mesh_file = 'gold/beam.msh'

psic = 90
Gc = 20
l = 0.027

E = 7.25e4
nu = 0.34
K = '${fparse E/3/(1-2*nu)}'
G = '${fparse E/2/(1+nu)}'
eta = 1

sigma_y = 345
n = 1
ep0 = 0.345

[GlobalParams]
  displacements = 'disp_x disp_y'
  volumetric_locking_correction = true
[]

[MultiApps]
  [fracture]
    type = TransientMultiApp
    input_files = 'fracture.i'
    cli_args = 'mesh_file=${mesh_file};Gc=${Gc};psic=${psic};l=${l}'
  []
[]

[Transfers]
  [from_d]
    type = MultiAppCopyTransfer
    from_multi_app = 'fracture'
    source_variable = d
    variable = d
  []
  [to_psie_active]
    type = MultiAppCopyTransfer
    to_multi_app = 'fracture'
    source_variable = psie_active
    variable = psie_active
  []
  [to_psip_active]
    type = MultiAppCopyTransfer
    to_multi_app = 'fracture'
    source_variable = psip_active
    variable = psip_active
  []
[]

[Problem]
  kernel_coverage_check = false
  material_coverage_check = false
  boundary_restricted_node_integrity_check = false
[]

[Mesh]
  [fmg]
    type = FileMeshGenerator
    file = ${mesh_file}
  []
  [active]
    type = SubdomainBoundingBoxGenerator
    input = fmg
    block_id = 0
    bottom_left = '0 0 0'
    top_right = '100 16 0'
  []
  [inactive]
    type = SubdomainBoundingBoxGenerator
    input = active
    block_id = 1
    bottom_left = '100 0 0'
    top_right = '200 16 0'
  []
[]

[MeshModifiers]
  [esm]
    type = CoupledVarThresholdElementSubdomainModifier
    coupled_var = d
    threshold = 0.925
    criterion_type = ABOVE
    subdomain_id = 1
    complement_subdomain_id = 0
    execute_on = 'INITIAL TIMESTEP_END'
    reinitialize_subdomains = ''
  []
[]

[Variables]
  [disp_x]
    block = 0
  []
  [disp_y]
    block = 0
  []
[]

[AuxVariables]
  [d]
  []
  [fy]
  []
[]

[Kernels]
  [solid_x]
    type = ADStressDivergenceTensors
    variable = 'disp_x'
    component = 0
    use_displaced_mesh = true
    block = 0
  []
  [solid_y]
    type = ADStressDivergenceTensors
    variable = 'disp_y'
    component = 1
    use_displaced_mesh = true
    save_in = fy
    block = 0
  []
[]

[Materials]
  [fracture_properties]
    type = ADGenericConstantMaterial
    prop_names = 'K G l Gc psic viscosity'
    prop_values = '${K} ${G} ${l} ${Gc} ${psic} ${eta}'
    block = 0
  []
  [degradation]
    type = ADDerivativeParsedMaterial
    property_name = g
    coupled_variables = d
    expression = '(1-d)^2/(1+(0.5*Gc/c0/l/psic-1)*d)^2*(1-eta)+eta'
    material_property_names = 'Gc c0 l psic'
    constant_names = 'eta '
    constant_expressions = '5e-3'
    derivative_order = 1
    block = 0
  []
  [crack_geometric]
    type = CrackGeometricFunction
    property_name = alpha
    expression = 'd'
    phase_field = d
    block = 0
  []
  [defgrad]
    type = ComputeDeformationGradient
    block = 0
  []
  [hencky]
    type = HenckyIsotropicElasticity
    bulk_modulus = K
    shear_modulus = G
    phase_field = d
    degradation_function = g
    output_properties = 'psie_active'
    outputs = exodus
    block = 0
  []
  [power_law_hardening]
    type = PowerLawHardening
    yield_stress = ${sigma_y}
    exponent = ${n}
    reference_plastic_strain = ${ep0}
    phase_field = d
    degradation_function = g
    output_properties = 'psip_active'
    outputs = exodus
    block = 0
  []
  [J2]
    type = LargeDeformationJ2Plasticity
    hardening_model = power_law_hardening
    output_properties = 'effective_plastic_strain'
    outputs = exodus
    block = 0
  []
  [newtonian_viscosity]
    type = LargeDeformationNewtonianViscosity
    block = 0
  []
  [stress]
    type = ComputeLargeDeformationStress
    elasticity_model = hencky
    plasticity_model = J2
    viscoelasticity_model = newtonian_viscosity
    block = 0
  []
[]

[BCs]
  [ydisp]
    type = FunctionDirichletBC
    variable = 'disp_y'
    boundary = 'left right'
    function = 't'
    preset = false
  []
  [top_xfix]
    type = DirichletBC
    variable = 'disp_x'
    boundary = 'top'
    value = 0
  []
  [top_yfix]
    type = DirichletBC
    variable = 'disp_y'
    boundary = 'top'
    value = 0
  []
[]

[Postprocessors]
  [force]
    type = NodalSum
    variable = fy
    boundary = top
  []
[]

[Executioner]
  type = Transient

  solve_type = NEWTON
  petsc_options_iname = '-pc_type -pc_factor_mat_solver_package'
  petsc_options_value = 'lu       superlu_dist                 '

  nl_rel_tol = 1e-06
  nl_abs_tol = 1e-06
  nl_max_its = 50

  automatic_scaling = true
  [TimeStepper]
    type = FunctionDT
    function = '0.05'
    growth_factor = 1.5
    cutback_factor_at_failure = 0.5
  []
  end_time = 6.4
[]

[Outputs]
  print_linear_residuals = false
  csv = true
  exodus = true
[]

(tutorials/homogeneous_cube/CNH_J2_powerlawhardening/elastoplasticity_fracture.i)

a = 250
R = 4

psic = 15
Gc = 1.38e5
l = '${fparse R * a}'

E = 6.88e4
nu = 0.33
K = '${fparse E/3/(1-2*nu)}'
G = '${fparse E/2/(1+nu)}'

sigma_y = 320
n = 5
ep0 = 0.01

[GlobalParams]
  displacements = 'disp_x disp_y disp_z'
  volumetric_locking_correction = true
[]

[Mesh]
  [gmg]
    type = GeneratedMeshGenerator
    dim = 3
    xmax = ${a}
    ymax = ${a}
    zmax = ${a}
  []
[]

[Variables]
  [disp_x]
  []
  [disp_y]
  []
  [disp_z]
  []
  [d]
  []
[]

[AuxVariables]
  [bounds_dummy]
  []
  [stress]
    order = CONSTANT
    family = MONOMIAL
  []
  [F]
    order = CONSTANT
    family = MONOMIAL
  []
[]

[Bounds]
  [irreversibility]
    type = VariableOldValueBounds
    variable = bounds_dummy
    bounded_variable = d
    bound_type = lower
  []
  [upper]
    type = ConstantBounds
    variable = bounds_dummy
    bounded_variable = d
    bound_type = upper
    bound_value = 1
  []
[]

[AuxKernels]
  [stress]
    type = ADRankTwoAux
    variable = stress
    rank_two_tensor = stress
    index_i = 1
    index_j = 1
  []
  [F]
    type = ADRankTwoAux
    variable = F
    rank_two_tensor = deformation_gradient
    index_i = 1
    index_j = 1
  []
[]

[Kernels]
  [solid_x]
    type = ADStressDivergenceTensors
    variable = disp_x
    component = 0
    use_displaced_mesh = true
  []
  [solid_y]
    type = ADStressDivergenceTensors
    variable = disp_y
    component = 1
    use_displaced_mesh = true
  []
  [solid_z]
    type = ADStressDivergenceTensors
    variable = disp_z
    component = 2
    use_displaced_mesh = true
  []
  [pff_diff]
    type = ADPFFDiffusion
    variable = d
  []
  [pff_source]
    type = ADPFFSource
    variable = d
    free_energy = psi
  []
[]

[Materials]
  [bulk_properties]
    type = ADGenericConstantMaterial
    prop_names = 'K G l Gc psic'
    prop_values = '${K} ${G} ${l} ${Gc} ${psic}'
  []
  [degradation]
    type = RationalDegradationFunction
    property_name = g
    expression = (1-d)^p/((1-d)^p+(Gc/psic*xi/c0/l)*d*(1+a2*d+a2*a3*d^2))*(1-eta)+eta
    phase_field = d
    material_property_names = 'Gc psic xi c0 l '
    parameter_names = 'p a2 a3 eta '
    parameter_values = '2 -0.5 0 1e-6'
  []
  [crack_geometric]
    type = CrackGeometricFunction
    property_name = alpha
    expression = 'd'
    phase_field = d
  []
  [defgrad]
    type = ComputeDeformationGradient
  []
  [cnh]
    type = CNHIsotropicElasticity
    bulk_modulus = K
    shear_modulus = G
    phase_field = d
    degradation_function = g
  []
  [power_law_hardening]
    type = PowerLawHardening
    yield_stress = ${sigma_y}
    exponent = ${n}
    reference_plastic_strain = ${ep0}
    phase_field = d
    degradation_function = g
  []
  [J2]
    type = LargeDeformationJ2Plasticity
    hardening_model = power_law_hardening
  []
  [stress]
    type = ComputeLargeDeformationStress
    elasticity_model = cnh
    plasticity_model = J2
  []
  [psi]
    type = ADDerivativeParsedMaterial
    property_name = psi
    expression = 'alpha*Gc/c0/l+psie+psip'
    coupled_variables = d
    material_property_names = 'alpha(d) g(d) Gc c0 l psie(d) psip(d)'
    derivative_order = 1
  []
[]

[BCs]
  [xfix]
    type = DirichletBC
    variable = disp_x
    boundary = 'left'
    value = 0
  []
  [yfix]
    type = DirichletBC
    variable = disp_y
    boundary = 'bottom'
    value = 0
  []
  [zfix]
    type = DirichletBC
    variable = disp_z
    boundary = 'back'
    value = 0
  []
  [ydisp]
    type = FunctionDirichletBC
    variable = disp_y
    boundary = 'top'
    function = 't'
    preset = false
  []
[]

[Postprocessors]
  [F]
    type = ElementAverageValue
    variable = F
  []
  [stress]
    type = ElementAverageValue
    variable = stress
  []
  [d]
    type = ElementAverageValue
    variable = d
  []
  [ep]
    type = ADElementAverageMaterialProperty
    mat_prop = effective_plastic_strain
  []
[]

[Executioner]
  type = Transient

  solve_type = NEWTON
  petsc_options_iname = '-pc_type -snes_type   -pc_factor_shift_type -pc_factor_shift_amount'
  petsc_options_value = 'lu       vinewtonrsls NONZERO               1e-10'

  line_search = none

  nl_rel_tol = 1e-08
  nl_abs_tol = 1e-10
  nl_max_its = 50

  dt = '${fparse 0.0001 * a}'
  end_time = '${fparse 0.1 * a}'

  automatic_scaling = true

  abort_on_solve_fail = true
[]

[Outputs]
  file_base = stress_deformation
  print_linear_residuals = false
  csv = true
  exodus = true
[]

(tutorials/homogeneous_cube/Hencky_J2_powerlawhardening/elastoplasticity_fracture.i)

a = 250
R = 4

psic = 15
Gc = 1.38e5
l = '${fparse R * a}'

E = 6.88e4
nu = 0.33
K = '${fparse E/3/(1-2*nu)}'
G = '${fparse E/2/(1+nu)}'

sigma_y = 320
n = 5
ep0 = 0.01

[GlobalParams]
  displacements = 'disp_x disp_y disp_z'
  volumetric_locking_correction = true
[]

[Mesh]
  [gmg]
    type = GeneratedMeshGenerator
    dim = 3
    xmax = ${a}
    ymax = ${a}
    zmax = ${a}
  []
[]

[Variables]
  [disp_x]
  []
  [disp_y]
  []
  [disp_z]
  []
  [d]
  []
[]

[AuxVariables]
  [bounds_dummy]
  []
  [stress]
    order = CONSTANT
    family = MONOMIAL
  []
  [F]
    order = CONSTANT
    family = MONOMIAL
  []
[]

[Bounds]
  [irreversibility]
    type = VariableOldValueBounds
    variable = bounds_dummy
    bounded_variable = d
    bound_type = lower
  []
  [upper]
    type = ConstantBounds
    variable = bounds_dummy
    bounded_variable = d
    bound_type = upper
    bound_value = 1
  []
[]

[AuxKernels]
  [stress]
    type = ADRankTwoAux
    variable = stress
    rank_two_tensor = stress
    index_i = 1
    index_j = 1
  []
  [F]
    type = ADRankTwoAux
    variable = F
    rank_two_tensor = deformation_gradient
    index_i = 1
    index_j = 1
  []
[]

[Kernels]
  [solid_x]
    type = ADStressDivergenceTensors
    variable = disp_x
    component = 0
    use_displaced_mesh = true
  []
  [solid_y]
    type = ADStressDivergenceTensors
    variable = disp_y
    component = 1
    use_displaced_mesh = true
  []
  [solid_z]
    type = ADStressDivergenceTensors
    variable = disp_z
    component = 2
    use_displaced_mesh = true
  []
  [pff_diff]
    type = ADPFFDiffusion
    variable = d
  []
  [pff_source]
    type = ADPFFSource
    variable = d
    free_energy = psi
  []
[]

[Materials]
  [bulk_properties]
    type = ADGenericConstantMaterial
    prop_names = 'K G l Gc psic'
    prop_values = '${K} ${G} ${l} ${Gc} ${psic}'
  []
  [degradation]
    type = RationalDegradationFunction
    property_name = g
    expression = (1-d)^p/((1-d)^p+(Gc/psic*xi/c0/l)*d*(1+a2*d+a2*a3*d^2))*(1-eta)+eta
    phase_field = d
    material_property_names = 'Gc psic xi c0 l '
    parameter_names = 'p a2 a3 eta '
    parameter_values = '2 -0.5 0 1e-6'
  []
  [crack_geometric]
    type = CrackGeometricFunction
    property_name = alpha
    expression = 'd'
    phase_field = d
  []
  [defgrad]
    type = ComputeDeformationGradient
  []
  [hencky]
    type = HenckyIsotropicElasticity
    bulk_modulus = K
    shear_modulus = G
    phase_field = d
    degradation_function = g
  []
  [power_law_hardening]
    type = PowerLawHardening
    yield_stress = ${sigma_y}
    exponent = ${n}
    reference_plastic_strain = ${ep0}
    phase_field = d
    degradation_function = g
  []
  [J2]
    type = LargeDeformationJ2Plasticity
    hardening_model = power_law_hardening
  []
  [stress]
    type = ComputeLargeDeformationStress
    elasticity_model = hencky
    plasticity_model = J2
  []
  [psi]
    type = ADDerivativeParsedMaterial
    property_name = psi
    expression = 'alpha*Gc/c0/l+psie+psip'
    coupled_variables = d
    material_property_names = 'alpha(d) g(d) Gc c0 l psie(d) psip(d)'
    derivative_order = 1
  []
[]

[BCs]
  [xfix]
    type = DirichletBC
    variable = disp_x
    boundary = 'left'
    value = 0
  []
  [yfix]
    type = DirichletBC
    variable = disp_y
    boundary = 'bottom'
    value = 0
  []
  [zfix]
    type = DirichletBC
    variable = disp_z
    boundary = 'back'
    value = 0
  []
  [ydisp]
    type = FunctionDirichletBC
    variable = disp_y
    boundary = 'top'
    function = 't'
    preset = false
  []
[]

[Postprocessors]
  [F]
    type = ElementAverageValue
    variable = F
  []
  [stress]
    type = ElementAverageValue
    variable = stress
  []
  [d]
    type = ElementAverageValue
    variable = d
  []
  [ep]
    type = ADElementAverageMaterialProperty
    mat_prop = effective_plastic_strain
  []
[]

[Executioner]
  type = Transient

  solve_type = NEWTON
  petsc_options_iname = '-pc_type -snes_type   -pc_factor_shift_type -pc_factor_shift_amount'
  petsc_options_value = 'lu       vinewtonrsls NONZERO               1e-10'

  line_search = none

  nl_rel_tol = 1e-08
  nl_abs_tol = 1e-10
  nl_max_its = 50

  dt = '${fparse 0.0001 * a}'
  end_time = '${fparse 0.1 * a}'

  automatic_scaling = true

  abort_on_solve_fail = true
[]

[Outputs]
  file_base = stress_deformation
  print_linear_residuals = false
  csv = true
  exodus = true
[]

(tutorials/large_deformation/elastoplasticity.i)

E = 2.1e5
nu = 0.3
K = '${fparse E/3/(1-2*nu)}'
G = '${fparse E/2/(1+nu)}'
sigma_y = 50
n = 5
ep0 = 0.001

[GlobalParams]
  displacements = 'disp_x disp_y'
  volumetric_locking_correction = true
[]

[Mesh]
  [gen]
    type = GeneratedMeshGenerator
    dim = 2
    nx = 30
    ny = 15
    ymax = 0.5
  []
  [noncrack]
    type = BoundingBoxNodeSetGenerator
    input = gen
    new_boundary = noncrack
    bottom_left = '0.5 0 0'
    top_right = '1 0 0'
  []
  construct_side_list_from_node_list = true
[]

[Variables]
  [disp_x]
  []
  [disp_y]
  []
[]

[AuxVariables]
  [fy]
  []
  [d]
  []
[]

[Kernels]
  [solid_x]
    type = ADStressDivergenceTensors
    variable = disp_x
    component = 0
    use_displaced_mesh = true
  []
  [solid_y]
    type = ADStressDivergenceTensors
    variable = disp_y
    component = 1
    save_in = fy
    use_displaced_mesh = true
  []
[]

[BCs]
  [ydisp]
    type = FunctionDirichletBC
    variable = disp_y
    boundary = top
    function = 't'
  []
  [yfix]
    type = DirichletBC
    variable = disp_y
    boundary = noncrack
    value = 0
  []
  [xfix]
    type = DirichletBC
    variable = disp_x
    boundary = top
    value = 0
  []
[]

[Materials]
  [bulk]
    type = ADGenericConstantMaterial
    prop_names = 'K G'
    prop_values = '${K} ${G}'
  []
  [no_degradation]
    type = NoDegradation
    property_name = g
    expression = 1
    phase_field = d
  []
  [defgrad]
    type = ComputeDeformationGradient
  []
  [hencky]
    type = HenckyIsotropicElasticity
    bulk_modulus = K
    shear_modulus = G
    phase_field = d
    degradation_function = g
  []
  [power_law_hardening]
    type = PowerLawHardening
    yield_stress = ${sigma_y}
    exponent = ${n}
    reference_plastic_strain = ${ep0}
    phase_field = d
    degradation_function = g
  []
  [J2]
    type = LargeDeformationJ2Plasticity
    hardening_model = power_law_hardening
    output_properties = 'effective_plastic_strain'
    outputs = exodus
  []
  [stress]
    type = ComputeLargeDeformationStress
    elasticity_model = hencky
    plasticity_model = J2
    output_properties = 'stress'
    outputs = exodus
  []
[]

[Postprocessors]
  [Fy]
    type = NodalSum
    variable = fy
    boundary = top
  []
[]

[Executioner]
  type = Transient

  solve_type = NEWTON
  petsc_options_iname = '-pc_type -pc_factor_mat_solver_package'
  petsc_options_value = 'lu       superlu_dist                 '
  automatic_scaling = true

  nl_rel_tol = 1e-8
  nl_abs_tol = 1e-10

  dt = 1e-5
  end_time = 1e-3
[]

[Outputs]
  exodus = true
  print_linear_residuals = false
[]