ADMultiplePowerLawCreepStressUpdate

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

Metals can exihibit distinctively different creep behavior depending on the stress level. This object represents creep behavior with various power law expressions (following logic analogous to PowerLawCreepStressUpdate), and selects the right set of parameters for the von Mises stress value seen during the return mapping.

A set of von Mises stress intervals is required in the input. stress_thresholds is a vector of stresses defining a minimum and maximum modeled stress. In between pairs of stress values, in strict order, the corresponding ordered power law parametes must be provided, i.e. coefficient, n_exponent, m_exponent, and activation_energy. This class relies on the implicit integration algorithm in Dunne and Petrinic (2005) pg. 146 - 149.

ADMultiplePowerLawCreepStressUpdate must be run in conjunction with an inelastic strain return mapping stress calculator such as ADComputeMultipleInelasticStress

Input Parameters

  • activation_energyActivation energy

    C++ Type:std::vector<double>

    Controllable:No

    Description:Activation energy

  • coefficientLeading coefficient in power-law equation

    C++ Type:std::vector<double>

    Controllable:No

    Description:Leading coefficient in power-law equation

  • m_exponentExponent on time in power-law equation

    C++ Type:std::vector<double>

    Controllable:No

    Description:Exponent on time in power-law equation

  • n_exponentExponent on effective stress in power-law equation

    C++ Type:std::vector<double>

    Controllable:No

    Description:Exponent on effective stress in power-law equation

  • stress_thresholdsStress intervals to switch creep behavior

    C++ Type:std::vector<double>

    Controllable:No

    Description:Stress intervals to switch creep behavior

Required 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

  • adaptive_substeppingFalseUse adaptive substepping, where the number of substeps is successively doubled until the return mapping model successfully converges or the maximum number of substeps is reached.

    Default:False

    C++ Type:bool

    Controllable:No

    Description:Use adaptive substepping, where the number of substeps is successively doubled until the return mapping model successfully converges or the maximum number of substeps is reached.

  • automatic_differentiation_return_mappingFalseWhether to use automatic differentiation to compute the derivative.

    Default:False

    C++ Type:bool

    Controllable:No

    Description:Whether to use automatic differentiation to compute the derivative.

  • 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 object applies

    C++ Type:std::vector<BoundaryName>

    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

    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

    Controllable:No

    Description:An optional suffix parameter that can be appended to any declared properties. The suffix will be prepended with a '_' character.

  • gas_constant8.3143Universal gas constant

    Default:8.3143

    C++ Type:double

    Controllable:No

    Description:Universal gas constant

  • 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

  • maximum_number_substeps25The maximum number of substeps allowed before cutting the time step.

    Default:25

    C++ Type:unsigned int

    Controllable:No

    Description:The maximum number of substeps allowed before cutting the time step.

  • 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

  • start_time0Start time (if not zero)

    Default:0

    C++ Type:double

    Controllable:No

    Description:Start time (if not zero)

  • temperatureCoupled temperature

    C++ Type:std::vector<VariableName>

    Controllable:No

    Description:Coupled temperature

  • use_substep_integration_errorFalseIf true, it establishes a substep size that will yield, at most,the creep numerical integration error given by substep_strain_tolerance.

    Default:False

    C++ Type:bool

    Controllable:No

    Description:If true, it establishes a substep size that will yield, at most,the creep numerical integration error given by substep_strain_tolerance.

  • use_substeppingNONEWhether and how to use substepping

    Default:NONE

    C++ Type:MooseEnum

    Options:NONE, ERROR_BASED, INCREMENT_BASED

    Controllable:No

    Description:Whether and how to use substepping

Optional Parameters

  • apply_strainTrueFlag to apply strain. Used for testing.

    Default:True

    C++ Type:bool

    Controllable:No

    Description:Flag to apply strain. Used for testing.

  • 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.

  • 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

  • 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

  • substep_strain_tolerance0.1Maximum ratio of the initial elastic strain increment at start of the return mapping solve to the maximum inelastic strain allowable in a single substep. Reduce this value to increase the number of substeps

    Default:0.1

    C++ Type:double

    Controllable:No

    Description:Maximum ratio of the initial elastic strain increment at start of the return mapping solve to the maximum inelastic strain allowable in a single substep. Reduce this value to increase the number of substeps

  • 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

    Options:never, on_error, always

    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 where 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 where you would like to restrict the output of variables(s) associated with this object

Outputs Parameters

References

  1. Fionn Dunne and Nik Petrinic. Introduction to Computational Plasticity. Oxford University Press on Demand, 2005.[BibTeX]