FiniteStrainUObasedCP.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 "FiniteStrainUObasedCP.h"
#include "petscblaslapack.h"
#include "MooseException.h"
#include "CrystalPlasticitySlipRate.h"
#include "CrystalPlasticitySlipResistance.h"
#include "CrystalPlasticityStateVariable.h"
#include "CrystalPlasticityStateVarRateComponent.h"
 
registerMooseObject("SolidMechanicsApp", FiniteStrainUObasedCP);
 
InputParameters
FiniteStrainUObasedCP::validParams()
{
  InputParameters params = ComputeStressBase::validParams();
  params.addClassDescription("UserObject based Crystal Plasticity system.");
  params.addParam<Real>("rtol", 1e-6, "Constitutive stress residue relative tolerance");
  params.addParam<Real>("abs_tol", 1e-6, "Constitutive stress residue absolute tolerance");
  params.addParam<Real>(
      "stol", 1e-2, "Constitutive slip system resistance relative residual tolerance");
  params.addParam<Real>(
      "zero_tol", 1e-12, "Tolerance for residual check when variable value is zero");
  params.addParam<unsigned int>("maxiter", 100, "Maximum number of iterations for stress update");
  params.addParam<unsigned int>(
      "maxiter_state_variable", 100, "Maximum number of iterations for state variable update");
  MooseEnum tan_mod_options("exact none", "none"); // Type of read
  params.addParam<MooseEnum>("tan_mod_type",
                             tan_mod_options,
                             "Type of tangent moduli for preconditioner: default elastic");
  params.addParam<unsigned int>(
      "maximum_substep_iteration", 1, "Maximum number of substep iteration");
  params.addParam<bool>("use_line_search", false, "Use line search in constitutive update");
  params.addParam<Real>("min_line_search_step_size", 0.01, "Minimum line search step size");
  params.addParam<Real>("line_search_tol", 0.5, "Line search bisection method tolerance");
  params.addParam<unsigned int>(
      "line_search_maxiter", 20, "Line search bisection method maximum number of iteration");
  MooseEnum line_search_method("CUT_HALF BISECTION", "CUT_HALF");
  params.addParam<MooseEnum>(
      "line_search_method", line_search_method, "The method used in line search");
  params.addRequiredParam<std::vector<UserObjectName>>(
      "uo_slip_rates",
      "List of names of user objects that define the slip rates for this material.");
  params.addRequiredParam<std::vector<UserObjectName>>(
      "uo_slip_resistances",
      "List of names of user objects that define the slip resistances for this material.");
  params.addRequiredParam<std::vector<UserObjectName>>(
      "uo_state_vars",
      "List of names of user objects that define the state variable for this material.");
  params.addRequiredParam<std::vector<UserObjectName>>(
      "uo_state_var_evol_rate_comps",
      "List of names of user objects that define the state "
      "variable evolution rate components for this material.");
  return params;
}
 
FiniteStrainUObasedCP::FiniteStrainUObasedCP(const InputParameters & parameters)
  : ComputeStressBase(parameters),
    _num_uo_slip_rates(parameters.get<std::vector<UserObjectName>>("uo_slip_rates").size()),
    _num_uo_slip_resistances(
        parameters.get<std::vector<UserObjectName>>("uo_slip_resistances").size()),
    _num_uo_state_vars(parameters.get<std::vector<UserObjectName>>("uo_state_vars").size()),
    _num_uo_state_var_evol_rate_comps(
        parameters.get<std::vector<UserObjectName>>("uo_state_var_evol_rate_comps").size()),
    _rtol(getParam<Real>("rtol")),
    _abs_tol(getParam<Real>("abs_tol")),
    _stol(getParam<Real>("stol")),
    _zero_tol(getParam<Real>("zero_tol")),
    _maxiter(getParam<unsigned int>("maxiter")),
    _maxiterg(getParam<unsigned int>("maxiter_state_variable")),
    _tan_mod_type(getParam<MooseEnum>("tan_mod_type")),
    _max_substep_iter(getParam<unsigned int>("maximum_substep_iteration")),
    _use_line_search(getParam<bool>("use_line_search")),
    _min_lsrch_step(getParam<Real>("min_line_search_step_size")),
    _lsrch_tol(getParam<Real>("line_search_tol")),
    _lsrch_max_iter(getParam<unsigned int>("line_search_maxiter")),
    _lsrch_method(getParam<MooseEnum>("line_search_method")),
    _fp(declareProperty<RankTwoTensor>("fp")), // Plastic deformation gradient
    _fp_old(getMaterialPropertyOld<RankTwoTensor>(
        "fp")), // Plastic deformation gradient of previous increment
    _pk2(declareProperty<RankTwoTensor>("pk2")), // 2nd Piola-Kirchoff Stress
    _pk2_old(getMaterialPropertyOld<RankTwoTensor>(
        "pk2")), // 2nd Piola Kirchoff Stress of previous increment
    _lag_e(declareProperty<RankTwoTensor>("lage")), // Lagrangian strain
    _update_rot(declareProperty<RankTwoTensor>(
        "update_rot")), // Rotation tensor considering material rotation and crystal orientation
    _update_rot_old(getMaterialPropertyOld<RankTwoTensor>("update_rot")),
    _elasticity_tensor_name(_base_name + "elasticity_tensor"),
    _elasticity_tensor(getMaterialPropertyByName<RankFourTensor>(_elasticity_tensor_name)),
    _deformation_gradient(getMaterialProperty<RankTwoTensor>("deformation_gradient")),
    _deformation_gradient_old(getMaterialPropertyOld<RankTwoTensor>("deformation_gradient")),
    _crysrot(getMaterialProperty<RankTwoTensor>("crysrot"))
{
  _err_tol = false;
 
  _delta_dfgrd.zero();
 
  // resize the material properties for each userobject
  _mat_prop_slip_rates.resize(_num_uo_slip_rates);
  _mat_prop_slip_resistances.resize(_num_uo_slip_resistances);
  _mat_prop_state_vars.resize(_num_uo_state_vars);
  _mat_prop_state_vars_old.resize(_num_uo_state_vars);
  _mat_prop_state_var_evol_rate_comps.resize(_num_uo_state_var_evol_rate_comps);
 
  // resize the flow direction
  _flow_direction.resize(_num_uo_slip_rates);
 
  // resize local state variables
  _state_vars_old.resize(_num_uo_state_vars);
  _state_vars_old_stored.resize(_num_uo_state_vars);
  _state_vars_prev.resize(_num_uo_state_vars);
 
  // resize user objects
  _uo_slip_rates.resize(_num_uo_slip_rates);
  _uo_slip_resistances.resize(_num_uo_slip_resistances);
  _uo_state_vars.resize(_num_uo_state_vars);
  _uo_state_var_evol_rate_comps.resize(_num_uo_state_var_evol_rate_comps);
 
  // assign the user objects
  for (unsigned int i = 0; i < _num_uo_slip_rates; ++i)
  {
    _uo_slip_rates[i] = &getUserObjectByName<CrystalPlasticitySlipRate>(
        parameters.get<std::vector<UserObjectName>>("uo_slip_rates")[i]);
    _mat_prop_slip_rates[i] = &declareProperty<std::vector<Real>>(
        parameters.get<std::vector<UserObjectName>>("uo_slip_rates")[i]);
    _flow_direction[i] = &declareProperty<std::vector<RankTwoTensor>>(
        parameters.get<std::vector<UserObjectName>>("uo_slip_rates")[i] + "_flow_direction");
  }
 
  for (unsigned int i = 0; i < _num_uo_slip_resistances; ++i)
  {
    _uo_slip_resistances[i] = &getUserObjectByName<CrystalPlasticitySlipResistance>(
        parameters.get<std::vector<UserObjectName>>("uo_slip_resistances")[i]);
    _mat_prop_slip_resistances[i] = &declareProperty<std::vector<Real>>(
        parameters.get<std::vector<UserObjectName>>("uo_slip_resistances")[i]);
  }
 
  for (unsigned int i = 0; i < _num_uo_state_vars; ++i)
  {
    _uo_state_vars[i] = &getUserObjectByName<CrystalPlasticityStateVariable>(
        parameters.get<std::vector<UserObjectName>>("uo_state_vars")[i]);
    _mat_prop_state_vars[i] = &declareProperty<std::vector<Real>>(
        parameters.get<std::vector<UserObjectName>>("uo_state_vars")[i]);
    _mat_prop_state_vars_old[i] = &getMaterialPropertyOld<std::vector<Real>>(
        parameters.get<std::vector<UserObjectName>>("uo_state_vars")[i]);
  }
 
  for (unsigned int i = 0; i < _num_uo_state_var_evol_rate_comps; ++i)
  {
    _uo_state_var_evol_rate_comps[i] = &getUserObjectByName<CrystalPlasticityStateVarRateComponent>(
        parameters.get<std::vector<UserObjectName>>("uo_state_var_evol_rate_comps")[i]);
    _mat_prop_state_var_evol_rate_comps[i] = &declareProperty<std::vector<Real>>(
        parameters.get<std::vector<UserObjectName>>("uo_state_var_evol_rate_comps")[i]);
  }
 
  _substep_dt = 0.0;
}
 
void
FiniteStrainUObasedCP::initQpStatefulProperties()
{
  for (unsigned int i = 0; i < _num_uo_slip_rates; ++i)
  {
    (*_mat_prop_slip_rates[i])[_qp].resize(_uo_slip_rates[i]->variableSize());
    (*_flow_direction[i])[_qp].resize(_uo_slip_rates[i]->variableSize());
  }
 
  for (unsigned int i = 0; i < _num_uo_slip_resistances; ++i)
    (*_mat_prop_slip_resistances[i])[_qp].resize(_uo_slip_resistances[i]->variableSize());
 
  for (unsigned int i = 0; i < _num_uo_state_vars; ++i)
  {
    (*_mat_prop_state_vars[i])[_qp].resize(_uo_state_vars[i]->variableSize());
    _state_vars_old[i].resize(_uo_state_vars[i]->variableSize());
    _state_vars_old_stored[i].resize(_uo_state_vars[i]->variableSize());
    _state_vars_prev[i].resize(_uo_state_vars[i]->variableSize());
  }
 
  for (unsigned int i = 0; i < _num_uo_state_var_evol_rate_comps; ++i)
    (*_mat_prop_state_var_evol_rate_comps[i])[_qp].resize(
        _uo_state_var_evol_rate_comps[i]->variableSize());
 
  _stress[_qp].zero();
  _pk2[_qp].zero();
  _lag_e[_qp].zero();
 
  _fp[_qp].setToIdentity();
  _update_rot[_qp].setToIdentity();
 
  for (unsigned int i = 0; i < _num_uo_state_vars; ++i)
    // Initializes slip system related properties
    _uo_state_vars[i]->initSlipSysProps((*_mat_prop_state_vars[i])[_qp], _q_point[_qp]);
}
 
void
FiniteStrainUObasedCP::computeQpStress()
{
  // Userobject based crystal plasticity does not support face/boundary material property
  // calculation.
  if (isBoundaryMaterial())
    return;
  // Depth of substepping; Limited to maximum substep iteration
  unsigned int substep_iter = 1;
  // Calculated from substep_iter as 2^substep_iter
  unsigned int num_substep = 1;
 
  _dfgrd_tmp_old = _deformation_gradient_old[_qp];
  if (_dfgrd_tmp_old.det() == 0)
    _dfgrd_tmp_old.addIa(1.0);
 
  _delta_dfgrd = _deformation_gradient[_qp] - _dfgrd_tmp_old;
 
  // Saves the old stateful properties that are modified during sub stepping
  for (unsigned int i = 0; i < _num_uo_state_vars; ++i)
    _state_vars_old[i] = (*_mat_prop_state_vars_old[i])[_qp];
 
  for (unsigned int i = 0; i < _num_uo_slip_rates; ++i)
    _uo_slip_rates[i]->calcFlowDirection(_qp, (*_flow_direction[i])[_qp]);
 
  do
  {
    _err_tol = false;
 
    preSolveQp();
 
    _substep_dt = _dt / num_substep;
 
    for (unsigned int istep = 0; istep < num_substep; ++istep)
    {
      _dfgrd_tmp = (static_cast<Real>(istep) + 1) / num_substep * _delta_dfgrd + _dfgrd_tmp_old;
 
      solveQp();
 
      if (_err_tol)
      {
        substep_iter++;
        num_substep *= 2;
        break;
      }
    }
 
    if (substep_iter > _max_substep_iter && _err_tol)
      throw MooseException("FiniteStrainUObasedCP: Constitutive failure.");
  } while (_err_tol);
 
  postSolveQp();
}
 
void
FiniteStrainUObasedCP::preSolveQp()
{
  for (unsigned int i = 0; i < _num_uo_state_vars; ++i)
    (*_mat_prop_state_vars[i])[_qp] = _state_vars_old_stored[i] = _state_vars_old[i];
 
  _pk2[_qp] = _pk2_old[_qp];
  _fp_old_inv = _fp_old[_qp].inverse();
}
 
void
FiniteStrainUObasedCP::solveQp()
{
  preSolveStatevar();
  solveStatevar();
  if (_err_tol)
    return;
 
  postSolveStatevar();
}
 
void
FiniteStrainUObasedCP::postSolveQp()
{
  _stress[_qp] = _fe * _pk2[_qp] * _fe.transpose() / _fe.det();
 
  // Calculate jacobian for preconditioner
  calcTangentModuli();
 
  RankTwoTensor iden(RankTwoTensor::initIdentity);
 
  _lag_e[_qp] = _deformation_gradient[_qp].transpose() * _deformation_gradient[_qp] - iden;
  _lag_e[_qp] = _lag_e[_qp] * 0.5;
 
  RankTwoTensor rot;
  // Calculate material rotation
  _deformation_gradient[_qp].getRUDecompositionRotation(rot);
  _update_rot[_qp] = rot * _crysrot[_qp];
}
 
void
FiniteStrainUObasedCP::preSolveStatevar()
{
  for (unsigned int i = 0; i < _num_uo_state_vars; ++i)
    (*_mat_prop_state_vars[i])[_qp] = _state_vars_old_stored[i];
 
  for (unsigned int i = 0; i < _num_uo_slip_resistances; ++i)
    _uo_slip_resistances[i]->calcSlipResistance(_qp, (*_mat_prop_slip_resistances[i])[_qp]);
 
  _fp_inv = _fp_old_inv;
}
 
void
FiniteStrainUObasedCP::solveStatevar()
{
  unsigned int iterg;
  bool iter_flag = true;
 
  iterg = 0;
  // Check for slip system resistance update tolerance
  while (iter_flag && iterg < _maxiterg)
  {
    preSolveStress();
    solveStress();
    if (_err_tol)
      return;
 
    postSolveStress();
 
    // Update slip system resistance and state variable
    updateSlipSystemResistanceAndStateVariable();
 
    if (_err_tol)
      return;
 
    iter_flag = isStateVariablesConverged();
    iterg++;
  }
 
  if (iterg == _maxiterg)
  {
#ifdef DEBUG
    mooseWarning("FiniteStrainUObasedCP: Hardness Integration error\n");
#endif
    _err_tol = true;
  }
}
 
bool
FiniteStrainUObasedCP::isStateVariablesConverged()
{
  Real diff;
 
  for (unsigned int i = 0; i < _num_uo_state_vars; ++i)
  {
    unsigned int n = (*_mat_prop_state_vars[i])[_qp].size();
    for (unsigned j = 0; j < n; j++)
    {
      diff = std::abs((*_mat_prop_state_vars[i])[_qp][j] - _state_vars_prev[i][j]);
 
      if (std::abs(_state_vars_old_stored[i][j]) < _zero_tol && diff > _zero_tol)
        return true;
      if (std::abs(_state_vars_old_stored[i][j]) > _zero_tol &&
          diff > _stol * std::abs(_state_vars_old_stored[i][j]))
        return true;
    }
  }
  return false;
}
 
void
FiniteStrainUObasedCP::postSolveStatevar()
{
  for (unsigned int i = 0; i < _num_uo_state_vars; ++i)
    _state_vars_old_stored[i] = (*_mat_prop_state_vars[i])[_qp];
 
  _fp_old_inv = _fp_inv;
}
 
void
FiniteStrainUObasedCP::preSolveStress()
{
}
 
void
FiniteStrainUObasedCP::solveStress()
{
  unsigned int iter = 0;
  RankTwoTensor dpk2;
  Real rnorm, rnorm0, rnorm_prev;
 
  // Calculate stress residual
  calcResidJacob();
  if (_err_tol)
  {
#ifdef DEBUG
    mooseWarning("FiniteStrainUObasedCP: Slip increment exceeds tolerance - Element number ",
                 _current_elem->id(),
                 " Gauss point = ",
                 _qp);
#endif
    return;
  }
 
  rnorm = _resid.L2norm();
  rnorm0 = rnorm;
 
  // Check for stress residual tolerance
  while (rnorm > _rtol * rnorm0 && rnorm0 > _abs_tol && iter < _maxiter)
  {
    // Calculate stress increment
    dpk2 = -_jac.invSymm() * _resid;
    _pk2[_qp] = _pk2[_qp] + dpk2;
 
    calcResidJacob();
 
    if (_err_tol)
    {
#ifdef DEBUG
      mooseWarning("FiniteStrainUObasedCP: Slip increment exceeds tolerance - Element number ",
                   _current_elem->id(),
                   " Gauss point = ",
                   _qp);
#endif
      return;
    }
 
    rnorm_prev = rnorm;
    rnorm = _resid.L2norm();
 
    if (_use_line_search && rnorm > rnorm_prev && !lineSearchUpdate(rnorm_prev, dpk2))
    {
#ifdef DEBUG
      mooseWarning("FiniteStrainUObasedCP: Failed with line search");
#endif
      _err_tol = true;
      return;
    }
 
    if (_use_line_search)
      rnorm = _resid.L2norm();
 
    iter++;
  }
 
  if (iter >= _maxiter)
  {
#ifdef DEBUG
    mooseWarning("FiniteStrainUObasedCP: Stress Integration error rmax = ",
                 rnorm,
                 " and the tolerance is ",
                 _rtol * rnorm0,
                 " when the rnorm0 value is ",
                 rnorm0,
                 " for element ",
                 _current_elem->id(),
                 " and qp ",
                 _qp);
#endif
    _err_tol = true;
  }
}
 
void
FiniteStrainUObasedCP::postSolveStress()
{
  _fp[_qp] = _fp_inv.inverse();
}
 
void
FiniteStrainUObasedCP::updateSlipSystemResistanceAndStateVariable()
{
  for (unsigned int i = 0; i < _num_uo_state_vars; ++i)
    _state_vars_prev[i] = (*_mat_prop_state_vars[i])[_qp];
 
  for (unsigned int i = 0; i < _num_uo_state_var_evol_rate_comps; ++i)
    _uo_state_var_evol_rate_comps[i]->calcStateVariableEvolutionRateComponent(
        _qp, (*_mat_prop_state_var_evol_rate_comps[i])[_qp]);
 
  for (unsigned int i = 0; i < _num_uo_state_vars; ++i)
  {
    if (!_uo_state_vars[i]->updateStateVariable(
            _qp, _substep_dt, (*_mat_prop_state_vars[i])[_qp], _state_vars_old_stored[i]))
      _err_tol = true;
  }
 
  for (unsigned int i = 0; i < _num_uo_slip_resistances; ++i)
    _uo_slip_resistances[i]->calcSlipResistance(_qp, (*_mat_prop_slip_resistances[i])[_qp]);
}
 
// Calculates stress residual equation and jacobian
void
FiniteStrainUObasedCP::calcResidJacob()
{
  calcResidual();
  if (_err_tol)
    return;
  calcJacobian();
}
 
void
FiniteStrainUObasedCP::getSlipRates()
{
  for (unsigned int i = 0; i < _num_uo_slip_rates; ++i)
  {
    if (!_uo_slip_rates[i]->calcSlipRate(_qp, _substep_dt, (*_mat_prop_slip_rates[i])[_qp]))
    {
      _err_tol = true;
      return;
    }
  }
}
 
void
FiniteStrainUObasedCP::calcResidual()
{
  RankTwoTensor iden(RankTwoTensor::initIdentity), ce, ee, ce_pk2, eqv_slip_incr, pk2_new;
 
  getSlipRates();
  if (_err_tol)
    return;
 
  for (unsigned int i = 0; i < _num_uo_slip_rates; ++i)
    for (unsigned int j = 0; j < _uo_slip_rates[i]->variableSize(); ++j)
      eqv_slip_incr +=
          (*_flow_direction[i])[_qp][j] * (*_mat_prop_slip_rates[i])[_qp][j] * _substep_dt;
 
  eqv_slip_incr = iden - eqv_slip_incr;
  _fp_inv = _fp_old_inv * eqv_slip_incr;
  _fe = _dfgrd_tmp * _fp_inv;
 
  ce = _fe.transpose() * _fe;
  ee = ce - iden;
  ee *= 0.5;
 
  pk2_new = _elasticity_tensor[_qp] * ee;
 
  _resid = _pk2[_qp] - pk2_new;
}
 
void
FiniteStrainUObasedCP::calcJacobian()
{
  RankFourTensor dfedfpinv, deedfe, dfpinvdpk2;
 
  for (const auto i : make_range(Moose::dim))
    for (const auto j : make_range(Moose::dim))
      for (const auto k : make_range(Moose::dim))
        dfedfpinv(i, j, k, j) = _dfgrd_tmp(i, k);
 
  for (const auto i : make_range(Moose::dim))
    for (const auto j : make_range(Moose::dim))
      for (const auto k : make_range(Moose::dim))
      {
        deedfe(i, j, k, i) = deedfe(i, j, k, i) + _fe(k, j) * 0.5;
        deedfe(i, j, k, j) = deedfe(i, j, k, j) + _fe(k, i) * 0.5;
      }
 
  for (unsigned int i = 0; i < _num_uo_slip_rates; ++i)
  {
    unsigned int nss = _uo_slip_rates[i]->variableSize();
    std::vector<RankTwoTensor> dtaudpk2(nss), dfpinvdslip(nss);
    std::vector<Real> dslipdtau;
    dslipdtau.resize(nss);
    _uo_slip_rates[i]->calcSlipRateDerivative(_qp, _substep_dt, dslipdtau);
    for (unsigned int j = 0; j < nss; j++)
    {
      dtaudpk2[j] = (*_flow_direction[i])[_qp][j];
      dfpinvdslip[j] = -_fp_old_inv * (*_flow_direction[i])[_qp][j];
      dfpinvdpk2 += (dfpinvdslip[j] * dslipdtau[j] * _substep_dt).outerProduct(dtaudpk2[j]);
    }
  }
  _jac =
      RankFourTensor::IdentityFour() - (_elasticity_tensor[_qp] * deedfe * dfedfpinv * dfpinvdpk2);
}
 
void
FiniteStrainUObasedCP::calcTangentModuli()
{
  switch (_tan_mod_type)
  {
    case 0:
      elastoPlasticTangentModuli();
      break;
    default:
      elasticTangentModuli();
  }
}
 
void
FiniteStrainUObasedCP::elastoPlasticTangentModuli()
{
  RankFourTensor tan_mod;
  RankTwoTensor pk2fet, fepk2;
  RankFourTensor deedfe, dsigdpk2dfe, dfedf;
 
  // Fill in the matrix stiffness material property
  for (const auto i : make_range(Moose::dim))
    for (const auto j : make_range(Moose::dim))
      for (const auto k : make_range(Moose::dim))
      {
        deedfe(i, j, k, i) = deedfe(i, j, k, i) + _fe(k, j) * 0.5;
        deedfe(i, j, k, j) = deedfe(i, j, k, j) + _fe(k, i) * 0.5;
      }
 
  usingTensorIndices(i_, j_, k_, l_);
  dsigdpk2dfe = _fe.times<i_, k_, j_, l_>(_fe) * _elasticity_tensor[_qp] * deedfe;
 
  pk2fet = _pk2[_qp] * _fe.transpose();
  fepk2 = _fe * _pk2[_qp];
 
  for (const auto i : make_range(Moose::dim))
    for (const auto j : make_range(Moose::dim))
      for (const auto l : make_range(Moose::dim))
      {
        tan_mod(i, j, i, l) += pk2fet(l, j);
        tan_mod(i, j, j, l) += fepk2(i, l);
      }
 
  tan_mod += dsigdpk2dfe;
 
  Real je = _fe.det();
  if (je > 0.0)
    tan_mod /= je;
 
  for (const auto i : make_range(Moose::dim))
    for (const auto j : make_range(Moose::dim))
      for (const auto l : make_range(Moose::dim))
        dfedf(i, j, i, l) = _fp_inv(l, j);
 
  _Jacobian_mult[_qp] = tan_mod * dfedf;
}
 
void
FiniteStrainUObasedCP::elasticTangentModuli()
{
  // update jacobian_mult
  _Jacobian_mult[_qp] = _elasticity_tensor[_qp];
}
 
bool
FiniteStrainUObasedCP::lineSearchUpdate(const Real rnorm_prev, const RankTwoTensor dpk2)
{
  switch (_lsrch_method)
  {
    case 0: // CUT_HALF
    {
      Real rnorm;
      Real step = 1.0;
 
      do
      {
        _pk2[_qp] = _pk2[_qp] - step * dpk2;
        step /= 2.0;
        _pk2[_qp] = _pk2[_qp] + step * dpk2;
 
        calcResidual();
        rnorm = _resid.L2norm();
      } while (rnorm > rnorm_prev && step > _min_lsrch_step);
 
      // has norm improved or is the step still above minumum search step size?
      return (rnorm <= rnorm_prev || step > _min_lsrch_step);
    }
 
    case 1: // BISECTION
    {
      unsigned int count = 0;
      Real step_a = 0.0;
      Real step_b = 1.0;
      Real step = 1.0;
      Real s_m = 1000.0;
      Real rnorm = 1000.0;
 
      calcResidual();
      Real s_b = _resid.doubleContraction(dpk2);
      Real rnorm1 = _resid.L2norm();
      _pk2[_qp] = _pk2[_qp] - dpk2;
      calcResidual();
      Real s_a = _resid.doubleContraction(dpk2);
      Real rnorm0 = _resid.L2norm();
      _pk2[_qp] = _pk2[_qp] + dpk2;
 
      if ((rnorm1 / rnorm0) < _lsrch_tol || s_a * s_b > 0)
      {
        calcResidual();
        return true;
      }
 
      while ((rnorm / rnorm0) > _lsrch_tol && count < _lsrch_max_iter)
      {
        _pk2[_qp] = _pk2[_qp] - step * dpk2;
        step = 0.5 * (step_b + step_a);
        _pk2[_qp] = _pk2[_qp] + step * dpk2;
        calcResidual();
        s_m = _resid.doubleContraction(dpk2);
        rnorm = _resid.L2norm();
 
        if (s_m * s_a < 0.0)
        {
          step_b = step;
          s_b = s_m;
        }
        if (s_m * s_b < 0.0)
        {
          step_a = step;
          s_a = s_m;
        }
        count++;
      }
 
      // below tolerance and max iterations?
      return ((rnorm / rnorm0) < _lsrch_tol && count < _lsrch_max_iter);
    }
 
    default:
      mooseError("Line search method is not provided.");
  }
}