ComputeMultipleInelasticStressBase.C

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//* This file is part of the MOOSE framework
//* https://mooseframework.inl.gov
//*
//* All rights reserved, see COPYRIGHT for full restrictions
//* https://github.com/idaholab/moose/blob/master/COPYRIGHT
//*
//* Licensed under LGPL 2.1, please see LICENSE for details
//* https://www.gnu.org/licenses/lgpl-2.1.html
 
#include "ComputeMultipleInelasticStressBase.h"
 
#include "StressUpdateBase.h"
#include "MooseException.h"
#include "DamageBase.h"
#include "libmesh/int_range.h"
 
InputParameters
ComputeMultipleInelasticStressBase::validParams()
{
  InputParameters params = ComputeFiniteStrainElasticStress::validParams();
  params.addClassDescription("Compute state (stress and internal parameters such as plastic "
                             "strains and internal parameters) using an iterative process.  "
                             "Combinations of creep models and plastic models may be used.");
  params.addParam<unsigned int>("max_iterations",
                                30,
                                "Maximum number of the stress update "
                                "iterations over the stress change after all "
                                "update materials are called");
  params.addParam<Real>("relative_tolerance",
                        1e-5,
                        "Relative convergence tolerance for the stress "
                        "update iterations over the stress change "
                        "after all update materials are called");
  params.addParam<Real>("absolute_tolerance",
                        1e-5,
                        "Absolute convergence tolerance for the stress "
                        "update iterations over the stress change "
                        "after all update materials are called");
  params.addParam<bool>(
      "internal_solve_full_iteration_history",
      false,
      "Set to true to output stress update iteration information over the stress change");
  params.addParam<bool>("perform_finite_strain_rotations",
                        true,
                        "Tensors are correctly rotated in "
                        "finite-strain simulations.  For "
                        "optimal performance you can set "
                        "this to 'false' if you are only "
                        "ever using small strains");
  MooseEnum tangent_operator("elastic nonlinear", "nonlinear");
  params.addParam<MooseEnum>(
      "tangent_operator",
      tangent_operator,
      "Type of tangent operator to return.  'elastic': return the "
      "elasticity tensor.  'nonlinear': return the full, general consistent tangent "
      "operator.");
  params.addParam<std::vector<Real>>("combined_inelastic_strain_weights",
                                     "The combined_inelastic_strain Material Property is a "
                                     "weighted sum of the model inelastic strains.  This parameter "
                                     "is a vector of weights, of the same length as "
                                     "inelastic_models.  Default = '1 1 ... 1'.  This "
                                     "parameter is set to 1 if the number of models = 1");
  params.addParam<bool>(
      "cycle_models", false, "At timestep N use only inelastic model N % num_models.");
  params.addParam<MaterialName>("damage_model", "Name of the damage model");
 
  return params;
}
 
ComputeMultipleInelasticStressBase::ComputeMultipleInelasticStressBase(
    const InputParameters & parameters)
  : ComputeFiniteStrainElasticStress(parameters),
    _max_iterations(parameters.get<unsigned int>("max_iterations")),
    _relative_tolerance(parameters.get<Real>("relative_tolerance")),
    _absolute_tolerance(parameters.get<Real>("absolute_tolerance")),
    _internal_solve_full_iteration_history(getParam<bool>("internal_solve_full_iteration_history")),
    _perform_finite_strain_rotations(getParam<bool>("perform_finite_strain_rotations")),
    _elastic_strain_old(getMaterialPropertyOld<RankTwoTensor>(_base_name + "elastic_strain")),
    _strain_increment(getMaterialProperty<RankTwoTensor>(_base_name + "strain_increment")),
    _inelastic_strain(declareProperty<RankTwoTensor>(_base_name + "combined_inelastic_strain")),
    _inelastic_strain_old(
        getMaterialPropertyOld<RankTwoTensor>(_base_name + "combined_inelastic_strain")),
    _tangent_operator_type(getParam<MooseEnum>("tangent_operator").getEnum<TangentOperatorEnum>()),
    _tangent_calculation_method(TangentCalculationMethod::ELASTIC),
    _cycle_models(getParam<bool>("cycle_models")),
    _material_timestep_limit(declareProperty<Real>(_base_name + "material_timestep_limit")),
    _identity_symmetric_four(RankFourTensor::initIdentitySymmetricFour),
    _all_models_isotropic(true)
{
}
 
void
ComputeMultipleInelasticStressBase::initQpStatefulProperties()
{
  ComputeStressBase::initQpStatefulProperties();
  _inelastic_strain[_qp].zero();
}
 
void
ComputeMultipleInelasticStressBase::initialSetup()
{
  _damage_model = isParamValid("damage_model")
                      ? dynamic_cast<DamageBaseTempl<false> *>(&getMaterial("damage_model"))
                      : nullptr;
 
  _is_elasticity_tensor_guaranteed_isotropic =
      hasGuaranteedMaterialProperty(_elasticity_tensor_name, Guarantee::ISOTROPIC);
 
  std::vector<MaterialName> models = getInelasticModelNames();
 
  _num_models = models.size();
  _tangent_computation_flag.resize(_num_models, false);
  _consistent_tangent_operator.resize(_num_models);
 
  _inelastic_weights = isParamValid("combined_inelastic_strain_weights")
                           ? getParam<std::vector<Real>>("combined_inelastic_strain_weights")
                           : std::vector<Real>(_num_models, 1.0);
 
  if (_inelastic_weights.size() != _num_models)
    mooseError("ComputeMultipleInelasticStressBase: combined_inelastic_strain_weights must contain "
               "the same "
               "number of entries as inelastic_models ",
               _inelastic_weights.size(),
               " ",
               _num_models);
 
  for (const auto i : make_range(_num_models))
  {
    StressUpdateBase * rrr = dynamic_cast<StressUpdateBase *>(&getMaterialByName(models[i]));
 
    if (rrr)
    {
      _models.push_back(rrr);
      _all_models_isotropic = _all_models_isotropic && rrr->isIsotropic();
      if (rrr->requiresIsotropicTensor() && !_is_elasticity_tensor_guaranteed_isotropic)
        mooseError("Model " + models[i] +
                   " requires an isotropic elasticity tensor, but the one supplied is not "
                   "guaranteed isotropic");
    }
    else
      mooseError("Model " + models[i] +
                 " is not compatible with ComputeMultipleInelasticStressBase");
  }
 
  // Check if tangent calculation methods are consistent. If all models have
  // TangentOperatorEnum::ELASTIC or tangent_operator is set by the user as elasic, then the tangent
  // is never calculated: J_tot = C. If PARTIAL and NONE models are present, utilize PARTIAL
  // formulation: J_tot = (I + J_1 + ... J_N)^-1 C. If FULL and NONE models are present, utilize
  // FULL formulation: J_tot = J_1 * C^-1 * J_2 * C^-1 * ... J_N * C. If PARTIAL and FULL models are
  // present, error out.
 
  if (_tangent_operator_type != TangentOperatorEnum::elastic)
  {
    bool full_present = false;
    bool partial_present = false;
    for (const auto i : make_range(_num_models))
    {
      if (_models[i]->getTangentCalculationMethod() == TangentCalculationMethod::FULL)
      {
        full_present = true;
        _tangent_computation_flag[i] = true;
        _tangent_calculation_method = TangentCalculationMethod::FULL;
      }
      else if (_models[i]->getTangentCalculationMethod() == TangentCalculationMethod::PARTIAL)
      {
        partial_present = true;
        _tangent_computation_flag[i] = true;
        _tangent_calculation_method = TangentCalculationMethod::PARTIAL;
      }
    }
    if (full_present && partial_present)
      mooseError("In ",
                 _name,
                 ": Models that calculate the full tangent operator and the partial tangent "
                 "operator are being combined. Either set tangent_operator to elastic, implement "
                 "the corrent tangent formulations, or use different models.");
  }
 
  if (isParamValid("damage_model") && !_damage_model)
    paramError("damage_model",
               "Damage Model " + _damage_model->name() +
                   " is not compatible with ComputeMultipleInelasticStressBase");
 
  // This check prevents the hierarchy from silently skipping substepping without informing the user
  for (const auto model_number : index_range(_models))
  {
    const bool use_substep = _models[model_number]->substeppingCapabilityRequested();
    if (use_substep && !_models[model_number]->substeppingCapabilityEnabled())
    {
      std::stringstream error_message;
      error_message << "Usage of substepping has been requested, but the inelastic model "
                    << _models[model_number]->name() << " does not implement substepping yet.";
      mooseError(error_message.str());
    }
  }
}
 
void
ComputeMultipleInelasticStressBase::computeQpStress()
{
  if (_damage_model)
  {
    _undamaged_stress_old = _stress_old[_qp];
    _damage_model->setQp(_qp);
    _damage_model->computeUndamagedOldStress(_undamaged_stress_old);
  }
  computeQpStressIntermediateConfiguration();
 
  if (_damage_model)
  {
    _damage_model->setQp(_qp);
    _damage_model->updateDamage();
    _damage_model->updateStressForDamage(_stress[_qp]);
    _damage_model->finiteStrainRotation(_rotation_increment[_qp]);
    _damage_model->updateJacobianMultForDamage(_Jacobian_mult[_qp]);
 
    const Real damage_timestep_limit = _damage_model->computeTimeStepLimit();
    if (_material_timestep_limit[_qp] > damage_timestep_limit)
      _material_timestep_limit[_qp] = damage_timestep_limit;
  }
 
  if (_perform_finite_strain_rotations)
    finiteStrainRotation();
}
 
void
ComputeMultipleInelasticStressBase::computeQpStressIntermediateConfiguration()
{
  RankTwoTensor elastic_strain_increment;
  RankTwoTensor combined_inelastic_strain_increment;
 
  if (_num_models == 0)
  {
    _elastic_strain[_qp] = _elastic_strain_old[_qp] + _strain_increment[_qp];
 
    // If the elasticity tensor values have changed and the tensor is isotropic,
    // use the old strain to calculate the old stress
    if (_is_elasticity_tensor_guaranteed_isotropic || !_perform_finite_strain_rotations)
      _stress[_qp] = _elasticity_tensor[_qp] * (_elastic_strain_old[_qp] + _strain_increment[_qp]);
    else
    {
      if (_damage_model)
        _stress[_qp] = _undamaged_stress_old + _elasticity_tensor[_qp] * _strain_increment[_qp];
      else
        _stress[_qp] = _stress_old[_qp] + _elasticity_tensor[_qp] * _strain_increment[_qp];
    }
    if (_fe_problem.currentlyComputingJacobian())
      _Jacobian_mult[_qp] = _elasticity_tensor[_qp];
 
    _material_timestep_limit[_qp] = std::numeric_limits<Real>::max();
  }
  else
  {
    if (_num_models == 1 || _cycle_models)
      updateQpStateSingleModel((_t_step - 1) % _num_models,
                               elastic_strain_increment,
                               combined_inelastic_strain_increment);
    else
      updateQpState(elastic_strain_increment, combined_inelastic_strain_increment);
 
    _elastic_strain[_qp] = _elastic_strain_old[_qp] + elastic_strain_increment;
    _inelastic_strain[_qp] = _inelastic_strain_old[_qp] + combined_inelastic_strain_increment;
  }
}
 
void
ComputeMultipleInelasticStressBase::finiteStrainRotation(const bool force_elasticity_rotation)
{
  _elastic_strain[_qp] =
      _rotation_increment[_qp] * _elastic_strain[_qp] * _rotation_increment[_qp].transpose();
  _stress[_qp] = _rotation_increment[_qp] * _stress[_qp] * _rotation_increment[_qp].transpose();
  _inelastic_strain[_qp] =
      _rotation_increment[_qp] * _inelastic_strain[_qp] * _rotation_increment[_qp].transpose();
 
  if (force_elasticity_rotation ||
      !(_is_elasticity_tensor_guaranteed_isotropic &&
        (_all_models_isotropic ||
         _tangent_calculation_method == TangentCalculationMethod::ELASTIC || _num_models == 0)))
    _Jacobian_mult[_qp].rotate(_rotation_increment[_qp]);
}
 
void
ComputeMultipleInelasticStressBase::computeQpJacobianMult()
{
  if (_tangent_calculation_method == TangentCalculationMethod::ELASTIC)
    _Jacobian_mult[_qp] = _elasticity_tensor[_qp];
  else if (_tangent_calculation_method == TangentCalculationMethod::PARTIAL)
  {
    RankFourTensor A = _identity_symmetric_four;
    for (const auto i_rmm : make_range(_num_models))
      A += _consistent_tangent_operator[i_rmm];
    mooseAssert(A.isSymmetric(), "Tangent operator isn't symmetric");
    _Jacobian_mult[_qp] = A.invSymm() * _elasticity_tensor[_qp];
  }
  else
  {
    const RankFourTensor E_inv = _elasticity_tensor[_qp].invSymm();
    _Jacobian_mult[_qp] = _consistent_tangent_operator[0];
    for (const auto i_rmm : make_range(1u, _num_models))
      _Jacobian_mult[_qp] = _consistent_tangent_operator[i_rmm] * E_inv * _Jacobian_mult[_qp];
  }
}
 
void
ComputeMultipleInelasticStressBase::updateQpStateSingleModel(
    unsigned model_number,
    RankTwoTensor & elastic_strain_increment,
    RankTwoTensor & combined_inelastic_strain_increment)
{
  for (auto model : _models)
    model->setQp(_qp);
 
  elastic_strain_increment = _strain_increment[_qp];
 
  // If the elasticity tensor values have changed and the tensor is isotropic,
  // use the old strain to calculate the old stress
  if (_is_elasticity_tensor_guaranteed_isotropic || !_perform_finite_strain_rotations)
    _stress[_qp] = _elasticity_tensor[_qp] * (_elastic_strain_old[_qp] + elastic_strain_increment);
  else
  {
    if (_damage_model)
      _stress[_qp] = _undamaged_stress_old + _elasticity_tensor[_qp] * elastic_strain_increment;
    else
      _stress[_qp] = _stress_old[_qp] + _elasticity_tensor[_qp] * elastic_strain_increment;
  }
 
  computeAdmissibleState(model_number,
                         elastic_strain_increment,
                         combined_inelastic_strain_increment,
                         _consistent_tangent_operator[0]);
 
  if (_fe_problem.currentlyComputingJacobian())
  {
    if (_tangent_calculation_method == TangentCalculationMethod::ELASTIC)
      _Jacobian_mult[_qp] = _elasticity_tensor[_qp];
    else if (_tangent_calculation_method == TangentCalculationMethod::PARTIAL)
    {
      RankFourTensor A = _identity_symmetric_four + _consistent_tangent_operator[0];
      mooseAssert(A.isSymmetric(), "Tangent operator isn't symmetric");
      _Jacobian_mult[_qp] = A.invSymm() * _elasticity_tensor[_qp];
    }
    else
      _Jacobian_mult[_qp] = _consistent_tangent_operator[0];
  }
 
  _material_timestep_limit[_qp] = _models[0]->computeTimeStepLimit();
 
  /* propagate internal variables, etc, to this timestep for those inelastic models where
   * "updateState" is not called */
  for (const auto i_rmm : make_range(_num_models))
    if (i_rmm != model_number)
      _models[i_rmm]->propagateQpStatefulProperties();
}
 
void
ComputeMultipleInelasticStressBase::computeAdmissibleState(
    unsigned model_number,
    RankTwoTensor & elastic_strain_increment,
    RankTwoTensor & inelastic_strain_increment,
    RankFourTensor & consistent_tangent_operator)
{
  // Reset properties to the beginning of the time step (necessary if substepping is employed).
  _models[model_number]->resetIncrementalMaterialProperties();
 
  const bool jac = _fe_problem.currentlyComputingJacobian();
  if (_damage_model)
    _models[model_number]->updateState(elastic_strain_increment,
                                       inelastic_strain_increment,
                                       _rotation_increment[_qp],
                                       _stress[_qp],
                                       _undamaged_stress_old,
                                       _elasticity_tensor[_qp],
                                       _elastic_strain_old[_qp],
                                       (jac && _tangent_computation_flag[model_number]),
                                       consistent_tangent_operator);
  else if (_models[model_number]->substeppingCapabilityEnabled() &&
           (_is_elasticity_tensor_guaranteed_isotropic || !_perform_finite_strain_rotations))
    _models[model_number]->updateStateSubstep(elastic_strain_increment,
                                              inelastic_strain_increment,
                                              _rotation_increment[_qp],
                                              _stress[_qp],
                                              _stress_old[_qp],
                                              _elasticity_tensor[_qp],
                                              _elastic_strain_old[_qp],
                                              (jac && _tangent_computation_flag[model_number]),
                                              consistent_tangent_operator);
  else
    _models[model_number]->updateState(elastic_strain_increment,
                                       inelastic_strain_increment,
                                       _rotation_increment[_qp],
                                       _stress[_qp],
                                       _stress_old[_qp],
                                       _elasticity_tensor[_qp],
                                       _elastic_strain_old[_qp],
                                       (jac && _tangent_computation_flag[model_number]),
                                       consistent_tangent_operator);
 
  if (jac && !_tangent_computation_flag[model_number])
  {
    if (_tangent_calculation_method == TangentCalculationMethod::PARTIAL)
      consistent_tangent_operator.zero();
    else
      consistent_tangent_operator = _elasticity_tensor[_qp];
  }
}