- effective_inelastic_strain_nameeffective_creep_strainName of the material property that stores the effective inelastic strain
Default:effective_creep_strain
C++ Type:std::string
Controllable:No
Description:Name of the material property that stores the effective inelastic strain
- hardening_constantHardening constant (H) for anisotropic plasticity
C++ Type:double
Controllable:No
Description:Hardening constant (H) for anisotropic plasticity
- inelastic_strain_rate_namecreep_strain_rateName of the material property that stores the inelastic strain rate
Default:creep_strain_rate
C++ Type:std::string
Controllable:No
Description:Name of the material property that stores the inelastic strain rate
- yield_stressYield stress (constant value) for anisotropic plasticity
C++ Type:double
Controllable:No
Description:Yield stress (constant value) for anisotropic plasticity
Hill Plasticity Stress Update
This class uses the stress update material in a radial return isotropic power law creep model. This class can be used in conjunction with other creep and plasticity materials for more complex simulations.
Description
This class computes Hill plasticity via a generalized radial return mapping algorithm Versino and Bennett (2018). It requires that the elastic behavior of the material is isotropic, whereas any departure from the yield function is anisotropic. The Hill yield function can be defined as where is the deviatoric stress tensor in vector form, is the anisotropy (Hill) tensor, and is an internal parameter that can be used, for example, to prescribe strain hardening through a plasticity modulus. Note that the Hill tensor is defined as a six by six matrix using the following unitless constants: , , , , and .
warningwarning
The combination of elastic anisotropy and plastic anisotropy requires further tensor projections. Use ADHillElastoPlasticityStressUpdate for that application.
The effective plastic strain increment is obtained within the framework of a generalized (Hill plasticity) radial return mapping, see ADGeneralizedRadialReturnStressUpdate.
Example Input File Syntax
[trial_plasticity]
type = ADHillPlasticityStressUpdate
hardening_constant = 2000.0
yield_stress = 0.001
absolute_tolerance = 1e-14
relative_tolerance = 1e-12
base_name = trial_plasticity
internal_solve_full_iteration_history = true
max_inelastic_increment = 2.0e-6
internal_solve_output_on = on_error
[]
Input Parameters
- absolute_tolerance1e-11Absolute convergence tolerance for Newton iteration
Default:1e-11
C++ Type:double
Controllable:No
Description:Absolute convergence tolerance for Newton iteration
- acceptable_multiplier10Factor applied to relative and absolute tolerance for acceptable convergence if iterations are no longer making progress
Default:10
C++ Type:double
Controllable:No
Description:Factor applied to relative and absolute tolerance for acceptable convergence if iterations are no longer making progress
- base_nameOptional parameter that defines a prefix for all material properties related to this stress update model. This allows for multiple models of the same type to be used without naming conflicts.
C++ Type:std::string
Controllable:No
Description:Optional parameter that defines a prefix for all material properties related to this stress update model. This allows for multiple models of the same type to be used without naming conflicts.
- blockThe list of blocks (ids or names) that this object will be applied
C++ Type:std::vector<SubdomainName>
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 boundary condition applies
C++ Type:std::vector<BoundaryName>
Controllable:No
Description:The list of boundaries (ids or names) from the mesh where this boundary condition 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
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
Controllable:No
Description:An optional suffix parameter that can be appended to any declared properties. The suffix will be prepended with a '_' character.
- max_inelastic_increment0.0001The maximum inelastic strain increment allowed in a time step
Default:0.0001
C++ Type:double
Controllable:No
Description:The maximum inelastic strain increment allowed in a time step
- max_integration_error0.0005The maximum inelastic strain increment integration error allowed
Default:0.0005
C++ Type:double
Controllable:No
Description:The maximum inelastic strain increment integration error allowed
- 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
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.
- relative_tolerance1e-08Relative convergence tolerance for Newton iteration
Default:1e-08
C++ Type:double
Controllable:No
Description:Relative convergence tolerance for Newton iteration
- use_transformationTrueWhether to employ updated Hill's tensor due to rigid body or large deformation kinematic rotations. If an initial rigid body rotation is provided by the user in increments of 90 degrees (e.g. 90, 180, 270), this option can be set to false, in which case the Hill's coefficients are extracted from the transformed Hill's tensor.
Default:True
C++ Type:bool
Controllable:No
Description:Whether to employ updated Hill's tensor due to rigid body or large deformation kinematic rotations. If an initial rigid body rotation is provided by the user in increments of 90 degrees (e.g. 90, 180, 270), this option can be set to false, in which case the Hill's coefficients are extracted from the transformed Hill's tensor.
Optional Parameters
- control_tagsAdds user-defined labels for accessing object parameters via control logic.
C++ Type:std::vector<std::string>
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
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
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
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
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
- internal_solve_full_iteration_historyFalseSet true to output full internal Newton iteration history at times determined by `internal_solve_output_on`. If false, only a summary is output.
Default:False
C++ Type:bool
Controllable:No
Description:Set true to output full internal Newton iteration history at times determined by `internal_solve_output_on`. If false, only a summary is output.
- internal_solve_output_onon_errorWhen to output internal Newton solve information
Default:on_error
C++ Type:MooseEnum
Controllable:No
Description:When to output internal Newton solve information
Debug 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>
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 were you would like to restrict the output of variables(s) associated with this object
Default:none
C++ Type:std::vector<OutputName>
Controllable:No
Description:Vector of output names were you would like to restrict the output of variables(s) associated with this object
Outputs Parameters
Input Files
- (modules/tensor_mechanics/test/tests/ad_anisotropic_plasticity/ad_aniso_plasticity_x_rotate.i)
- (modules/tensor_mechanics/test/tests/ad_anisotropic_elastoplasticity/ad_aniso_plasticity_x_one_ref.i)
- (modules/tensor_mechanics/test/tests/ad_anisotropic_plasticity/ad_aniso_plasticity_y.i)
- (modules/tensor_mechanics/test/tests/ad_anisotropic_plasticity/ad_aniso_plasticity_x.i)
- (modules/tensor_mechanics/test/tests/ad_anisotropic_plasticity/anis_plasticity_test.i)
References
- Daniele Versino and Kane C Bennett.
Generalized radial-return mapping algorithm for anisotropic von mises plasticity framed in material eigenspace.
International Journal for Numerical Methods in Engineering, 116(3):202–222, 2018.[BibTeX]