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material_orthotropic_damage_iterative.cc
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material_orthotropic_damage_iterative.cc
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/**
* @file material_damage_iterative.cc
*
* @author Aurelia Isabel Cuba Ramos <aurelia.cubaramos@epfl.ch>
*
* @date Sun Mar 8 12:54:30 2015
*
* @brief Specialization of the class material damage to damage only one gauss
* point at a time and propagate damage in a linear way. Max principal stress
* criterion is used as a failure criterion.
*
* @section LICENSE
*
* Copyright (©) 2010-2012, 2014 EPFL (Ecole Polytechnique Fédérale de Lausanne)
* Laboratory (LSMS - Laboratoire de Simulation en Mécanique des Solides)
*
*/
/* -------------------------------------------------------------------------- */
#include "material_orthotropic_damage_iterative.hh"
#include "solid_mechanics_model.hh"
__BEGIN_AKANTU__
/* -------------------------------------------------------------------------- */
template<UInt spatial_dimension>
MaterialOrthotropicDamageIterative<spatial_dimension>::
MaterialOrthotropicDamageIterative(SolidMechanicsModel & model,
const ID & id) :
Material(model, id),
MaterialOrthotropicDamage<spatial_dimension>(model, id),
Sc("Sc", *this),
equivalent_stress("equivalent_stress", *this),
stress_dir("equiv_stress_dir", *this),
norm_max_equivalent_stress(0) {
AKANTU_DEBUG_IN();
this->registerParam("Sc", Sc, _pat_parsable, "critical stress threshold");
this->registerParam("prescribed_dam", prescribed_dam, 0.1, _pat_parsable | _pat_modifiable, "increase of damage in every step" );
this->registerParam("dam_threshold", dam_threshold, 0.8, _pat_parsable | _pat_modifiable, "damage threshold at which damage damage will be set to 1" );
this->use_previous_stress = true;
this->use_previous_gradu = true;
this->Sc.initialize(1);
this->equivalent_stress.initialize(1);
this->stress_dir.initialize(spatial_dimension * spatial_dimension);
/// the Gauss point with the highest stress can only be of type _not_ghost
q_max.ghost_type = _not_ghost;
AKANTU_DEBUG_OUT();
}
/* -------------------------------------------------------------------------- */
template<UInt spatial_dimension>
void MaterialOrthotropicDamageIterative<spatial_dimension>::computeNormalizedEquivalentStress(
ElementType el_type,
GhostType ghost_type) {
AKANTU_DEBUG_IN();
/// Vector to store eigenvalues of current stress tensor
Vector<Real> eigenvalues(spatial_dimension);
Array<Real>::const_iterator<Real> Sc_it = Sc(el_type).begin();
Array<Real>::iterator<Real> equivalent_stress_it
= equivalent_stress(el_type).begin();
Array<Real>::matrix_iterator stress_dir_it
= this->stress_dir(el_type).begin(spatial_dimension, spatial_dimension);
Array<Real>::const_matrix_iterator sigma_it
= this->stress(el_type, ghost_type).begin(spatial_dimension,
spatial_dimension);
Array<Real>::const_matrix_iterator sigma_end
= this->stress(el_type, ghost_type).end(spatial_dimension,
spatial_dimension);
for(;sigma_it != sigma_end; ++sigma_it,
++Sc_it, ++equivalent_stress_it, ++stress_dir_it) {
/// compute the maximum principal stresses and their directions
(*sigma_it).eig(eigenvalues, *stress_dir_it);
*equivalent_stress_it = eigenvalues(0) / *(Sc_it);
}
AKANTU_DEBUG_OUT();
}
/* -------------------------------------------------------------------------- */
template<UInt spatial_dimension>
void MaterialOrthotropicDamageIterative<spatial_dimension>::computeAllStresses(GhostType ghost_type) {
AKANTU_DEBUG_IN();
/// reset normalized maximum equivalent stress
if(ghost_type==_not_ghost)
norm_max_equivalent_stress = 0;
MaterialOrthotropicDamage<spatial_dimension>::computeAllStresses(ghost_type);
/// find global Gauss point with highest stress
StaticCommunicator & comm = akantu::StaticCommunicator::getStaticCommunicator();
comm.allReduce(&norm_max_equivalent_stress, 1, _so_max);
AKANTU_DEBUG_OUT();
}
/* -------------------------------------------------------------------------- */
template<UInt spatial_dimension>
void MaterialOrthotropicDamageIterative<spatial_dimension>::findMaxNormalizedEquivalentStress(ElementType el_type,
GhostType ghost_type) {
AKANTU_DEBUG_IN();
if(ghost_type==_not_ghost) {
/// initialize the iterators for the equivalent stress and the damage
const Array<Real> & e_stress = equivalent_stress(el_type);
Array<Real>::const_iterator<Real> equivalent_stress_it = e_stress.begin();
Array<Real>::const_iterator<Real> equivalent_stress_end = e_stress.end();
Array<Real> & dam = this->damage(el_type);
Array<Real>::const_matrix_iterator dam_it = dam.begin(this->spatial_dimension, this->spatial_dimension);
Array<Real>::matrix_iterator damage_directions_it =
this->damage_dir_vecs(el_type, _not_ghost).begin(this->spatial_dimension,
this->spatial_dimension);
Array<Real>::matrix_iterator stress_dir_it =
this->stress_dir(el_type, _not_ghost).begin(spatial_dimension,
spatial_dimension);
/// initialize the matrices for damage rotation results
Matrix<Real> tmp(spatial_dimension, spatial_dimension);
Matrix<Real> dam_in_computation_frame(spatial_dimension, spatial_dimension);
Matrix<Real> dam_in_stress_frame(spatial_dimension, spatial_dimension);
for (; equivalent_stress_it != equivalent_stress_end; ++equivalent_stress_it, ++dam_it, ++damage_directions_it, ++stress_dir_it ) {
/// check if max equivalent stress for this element type is greater than the current norm_max_eq_stress
if (*equivalent_stress_it > norm_max_equivalent_stress &&
(spatial_dimension * this->max_damage - (*dam_it).trace()
> Math::getTolerance()) ) {
if (Math::are_float_equal((*dam_it).trace(), 0)) {
/// gauss point has not been damaged yet
norm_max_equivalent_stress = *equivalent_stress_it;
q_max.type = el_type;
q_max.global_num = equivalent_stress_it - e_stress.begin();
}
else {
/// find the damage increment on this Gauss point
/// rotate damage into stress frame
this->rotateIntoComputationFrame(*dam_it, dam_in_computation_frame, *damage_directions_it, tmp);
this->rotateIntoNewFrame(dam_in_computation_frame, dam_in_stress_frame, *stress_dir_it, tmp);
/// add damage increment
dam_in_stress_frame(0, 0) += prescribed_dam;
/// find new principal directions of damage
Vector<Real> dam_eigenvalues(spatial_dimension);
dam_in_stress_frame.eig(dam_eigenvalues);
bool limit_reached = false;
for (UInt i = 0; i < spatial_dimension; ++i) {
if (dam_eigenvalues(i) + Math::getTolerance() > this->max_damage)
limit_reached = true;
}
if (!limit_reached) {
norm_max_equivalent_stress = *equivalent_stress_it;
q_max.type = el_type;
q_max.global_num = equivalent_stress_it - e_stress.begin();
}
}
} /// end if equiv_stress > max_equiv_stress
} /// end loop over all gauss points of this element type
} // end if(_not_ghost)
AKANTU_DEBUG_OUT();
}
/* -------------------------------------------------------------------------- */
template<UInt spatial_dimension>
void MaterialOrthotropicDamageIterative<spatial_dimension>::computeStress(ElementType el_type,
GhostType ghost_type) {
AKANTU_DEBUG_IN();
MaterialOrthotropicDamage<spatial_dimension>::computeStress(el_type, ghost_type);
Array<Real>::matrix_iterator damage_iterator = this->damage(el_type, ghost_type).begin(this->spatial_dimension, this->spatial_dimension);
Array<Real>::matrix_iterator damage_dir_it = this->damage_dir_vecs(el_type, ghost_type).begin(this->spatial_dimension, this->spatial_dimension);
/// for the computation of the Cauchy stress the matrices (1-D) and
/// (1-D)^(1/2) are needed. For the formulation see Engineering
/// Damage Mechanics by Lemaitre and Desmorat.
Matrix<Real> one_minus_D(this->spatial_dimension, this->spatial_dimension);
Matrix<Real> sqrt_one_minus_D(this->spatial_dimension, this->spatial_dimension);
Matrix<Real> one_minus_D_rotated(this->spatial_dimension, this->spatial_dimension);
Matrix<Real> sqrt_one_minus_D_rotated(this->spatial_dimension, this->spatial_dimension);
Matrix<Real> rotation_tmp(this->spatial_dimension, this->spatial_dimension);
/// create matrix to store the first term of the computation of the
/// Cauchy stress
Matrix<Real> first_term(this->spatial_dimension, this->spatial_dimension);
Matrix<Real> third_term(this->spatial_dimension, this->spatial_dimension);
MATERIAL_STRESS_QUADRATURE_POINT_LOOP_BEGIN(el_type, ghost_type);
/// rotate the tensors from the damage principal coordinate system to the CS of the computation
if ( !(Math::are_float_equal((*damage_iterator).trace(), 0)) ) {
/// compute (1-D) and (1-D)^1/2
this->computeOneMinusD(one_minus_D, *damage_iterator);
this->computeSqrtOneMinusD(one_minus_D, sqrt_one_minus_D);
this->rotateIntoComputationFrame(one_minus_D,
one_minus_D_rotated,
*damage_dir_it,
rotation_tmp);
this->rotateIntoComputationFrame(sqrt_one_minus_D,
sqrt_one_minus_D_rotated,
*damage_dir_it,
rotation_tmp);
} else {
this->computeOneMinusD(one_minus_D_rotated, *damage_iterator);
this->computeSqrtOneMinusD(one_minus_D_rotated, sqrt_one_minus_D_rotated);
}
computeDamageAndStressOnQuad(sigma,
one_minus_D_rotated,
sqrt_one_minus_D_rotated,
*damage_iterator,
first_term,
third_term);
++damage_dir_it;
++damage_iterator;
MATERIAL_STRESS_QUADRATURE_POINT_LOOP_END;
computeNormalizedEquivalentStress(el_type, ghost_type);
norm_max_equivalent_stress = 0;
findMaxNormalizedEquivalentStress(el_type, ghost_type);
AKANTU_DEBUG_OUT();
}
/* -------------------------------------------------------------------------- */
template<UInt spatial_dimension>
UInt MaterialOrthotropicDamageIterative<spatial_dimension>::updateDamage() {
UInt nb_damaged_elements = 0;
AKANTU_DEBUG_ASSERT(prescribed_dam > 0.,
"Your prescribed damage must be greater than zero");
if (norm_max_equivalent_stress >= 1.) {
AKANTU_DEBUG_IN();
/// get the arrays and iterators for the element_type of the highest quadrature point
ElementType el_type = q_max.type;
UInt q_global_num = q_max.global_num;
Array<Real> & dam = this->damage(el_type, _not_ghost);
Array<Real>::matrix_iterator dam_it = dam.begin(this->spatial_dimension,
this->spatial_dimension);
Array<Real>::matrix_iterator damage_directions_it =
this->damage_dir_vecs(el_type, _not_ghost).begin(this->spatial_dimension,
this->spatial_dimension);
Array<Real>::matrix_iterator stress_dir_it =
this->stress_dir(el_type, _not_ghost).begin(spatial_dimension,
spatial_dimension);
/// initialize the matrices for damage rotation results
Matrix<Real> tmp(spatial_dimension, spatial_dimension);
Matrix<Real> dam_in_computation_frame(spatial_dimension, spatial_dimension);
Matrix<Real> dam_in_stress_frame(spatial_dimension, spatial_dimension);
/// references to damage and directions of highest Gauss point
Matrix<Real> & q_dam = dam_it[q_global_num];
Matrix<Real> & q_dam_dir = damage_directions_it[q_global_num];
Matrix<Real> & q_stress_dir = stress_dir_it[q_global_num];
/// increment damage
/// find the damage increment on this Gauss point
/// rotate damage into stress frame
this->rotateIntoComputationFrame(q_dam, dam_in_computation_frame, q_dam_dir, tmp);
this->rotateIntoNewFrame(dam_in_computation_frame, dam_in_stress_frame, q_stress_dir, tmp);
/// add damage increment
dam_in_stress_frame(0, 0) += prescribed_dam;
/// find new principal directions of damage
Vector<Real> dam_eigenvalues(spatial_dimension);
dam_in_stress_frame.eig(dam_eigenvalues, q_dam_dir);
for (UInt i = 0; i < spatial_dimension; ++i) {
q_dam(i,i) = dam_eigenvalues(i);
if (q_dam(i,i) + Math::getTolerance() >= dam_threshold)
q_dam(i,i) = this->max_damage;
}
nb_damaged_elements += 1;
}
StaticCommunicator & comm = akantu::StaticCommunicator::getStaticCommunicator();
comm.allReduce(&nb_damaged_elements, 1, _so_sum);
AKANTU_DEBUG_OUT();
return nb_damaged_elements;
}
/* -------------------------------------------------------------------------- */
template<UInt spatial_dimension>
void MaterialOrthotropicDamageIterative<spatial_dimension>::updateEnergiesAfterDamage(ElementType el_type, GhostType ghost_type) {
MaterialOrthotropicDamage<spatial_dimension>::updateEnergies(el_type, ghost_type);
}
/* -------------------------------------------------------------------------- */
INSTANSIATE_MATERIAL(MaterialOrthotropicDamageIterative);
__END_AKANTU__

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