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rAKA/src/material_igfem/material_igfem_elastic.cc
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material_igfem_elastic.cc
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/**
* @file material_igfem_elastic.cc
*
* @author Aurelia Isabel Cuba Ramos <aurelia.cubaramos@epfl.ch>
*
*
* @brief Specializaton of material class for the igfem elastic material
*
* @section LICENSE
*
* Copyright (©) 2010-2012, 2014 EPFL (Ecole Polytechnique Fédérale de Lausanne)
* Laboratory (LSMS - Laboratoire de Simulation en Mécanique des Solides)
*
*/
/* -------------------------------------------------------------------------- */
#include "material_igfem_elastic.hh"
__BEGIN_AKANTU__
/* -------------------------------------------------------------------------- */
template<UInt dim>
MaterialIGFEMElastic<dim>::MaterialIGFEMElastic(SolidMechanicsModel & model, const ID & id) :
MaterialIGFEM(model, id),
E(2),
nu(2),
lambda("lambda", *this),
mu("mu", *this),
kpa("kappa", *this),
lambda_default(0),
mu_default(0),
kpa_default(0) {
AKANTU_DEBUG_IN();
this->initialize();
AKANTU_DEBUG_OUT();
}
/* -------------------------------------------------------------------------- */
template<UInt dim>
void MaterialIGFEMElastic<dim>::initialize() {
this->registerParam("E" , E , _pat_parsable | _pat_modifiable, "Young's modulus" );
this->registerParam("nu" , nu , _pat_parsable | _pat_modifiable, "Poisson's ratio" );
this->registerParam("Plane_Stress", plane_stress, false, _pat_parsmod, "Is plane stress");
this->lambda .initialize(1);
this->mu .initialize(1);
this->kpa .initialize(1);
}
/* -------------------------------------------------------------------------- */
template<UInt dim>
void MaterialIGFEMElastic<dim>::initMaterial() {
AKANTU_DEBUG_IN();
Material::initMaterial();
if (dim == 1) this->nu.clear(); /// set the Poisson ratios to zero
this->updateDefaultInternals();
/// set the Lamé constants at all quad points to the constants of the first sub-material
this->lambda.setDefaultValue(lambda_default);
this->mu.setDefaultValue(mu_default);
this->kpa.setDefaultValue(kpa_default);
AKANTU_DEBUG_OUT();
}
/* -------------------------------------------------------------------------- */
template<UInt dim>
void MaterialIGFEMElastic<dim>::updateDefaultInternals(const UInt default_idx) {
this->lambda_default = this->nu(default_idx) * this->E(default_idx) / ((1 + this->nu(default_idx)) * (1 - 2*this->nu(default_idx)));
this->mu_default = this->E(default_idx) / (2 * (1 + this->nu(default_idx)));
this->kpa_default = this->lambda_default + 2./3. * this->mu_default;
}
/* -------------------------------------------------------------------------- */
template<>
void MaterialIGFEMElastic<2>::updateDefaultInternals(const UInt default_idx) {
this->lambda_default = this->nu(default_idx) * this->E(default_idx) / ((1 + this->nu(default_idx)) * (1 - 2*this->nu(default_idx)));
this->mu_default = this->E(default_idx) / (2 * (1 + this->nu(default_idx)));
if(this->plane_stress) this->lambda_default = this->nu(default_idx) * this->E(default_idx) / ((1 + this->nu(default_idx))*(1 - this->nu(default_idx)));
this->kpa_default = this->lambda_default + 2./3. * this->mu_default;
}
/* -------------------------------------------------------------------------- */
template<UInt spatial_dimension>
void MaterialIGFEMElastic<spatial_dimension>::computeStress(ElementType el_type, GhostType ghost_type) {
AKANTU_DEBUG_IN();
Parent::computeStress(el_type, ghost_type);
if (!this->finite_deformation) {
/// get pointer to internals
Real * lambda_ptr = this->lambda(el_type, ghost_type).storage();
Real * mu_ptr = this->mu(el_type, ghost_type).storage();
MATERIAL_STRESS_QUADRATURE_POINT_LOOP_BEGIN(el_type, ghost_type);
this->computeStressOnQuad(grad_u, sigma, *lambda_ptr, *mu_ptr);
++lambda_ptr;
++mu_ptr;
MATERIAL_STRESS_QUADRATURE_POINT_LOOP_END;
} else {
AKANTU_DEBUG_TO_IMPLEMENT();
}
AKANTU_DEBUG_OUT();
}
/* -------------------------------------------------------------------------- */
template<UInt spatial_dimension>
void MaterialIGFEMElastic<spatial_dimension>::computeTangentModuli(__attribute__((unused)) const ElementType & el_type,
Array<Real> & tangent_matrix,
__attribute__((unused)) GhostType ghost_type) {
AKANTU_DEBUG_IN();
/// get pointer to internals
Real * lambda_ptr = this->lambda(el_type, ghost_type).storage();
Real * mu_ptr = this->mu(el_type, ghost_type).storage();
MATERIAL_TANGENT_QUADRATURE_POINT_LOOP_BEGIN(tangent_matrix);
this->computeTangentModuliOnQuad(tangent, *lambda_ptr, *mu_ptr);
++lambda_ptr;
++mu_ptr;
MATERIAL_TANGENT_QUADRATURE_POINT_LOOP_END;
AKANTU_DEBUG_OUT();
}
/* -------------------------------------------------------------------------- */
template<UInt spatial_dimension>
void MaterialIGFEMElastic<spatial_dimension>::computePotentialEnergy(ElementType el_type,
GhostType ghost_type) {
AKANTU_DEBUG_IN();
// MaterialThermal<spatial_dimension>::computePotentialEnergy(el_type, ghost_type);
// if(ghost_type != _not_ghost) return;
// Array<Real>::scalar_iterator epot = this->potential_energy(el_type, ghost_type).begin();
// if (!this->finite_deformation) {
// MATERIAL_STRESS_QUADRATURE_POINT_LOOP_BEGIN(el_type, ghost_type);
// this->computePotentialEnergyOnQuad(grad_u, sigma, *epot);
// ++epot;
// MATERIAL_STRESS_QUADRATURE_POINT_LOOP_END;
// } else {
// Matrix<Real> E(spatial_dimension, spatial_dimension);
// MATERIAL_STRESS_QUADRATURE_POINT_LOOP_BEGIN(el_type, ghost_type);
// this->template gradUToGreenStrain<spatial_dimension>(grad_u, E);
// this->computePotentialEnergyOnQuad(E, sigma, *epot);
// ++epot;
// MATERIAL_STRESS_QUADRATURE_POINT_LOOP_END;
// }
AKANTU_DEBUG_TO_IMPLEMENT();
AKANTU_DEBUG_OUT();
}
/* -------------------------------------------------------------------------- */
template<UInt spatial_dimension>
void MaterialIGFEMElastic<spatial_dimension>::computePotentialEnergyByElement(ElementType type, UInt index,
Vector<Real> & epot_on_quad_points) {
// Array<Real>::matrix_iterator gradu_it =
// this->gradu(type).begin(spatial_dimension,
// spatial_dimension);
// Array<Real>::matrix_iterator gradu_end =
// this->gradu(type).begin(spatial_dimension,
// spatial_dimension);
// Array<Real>::matrix_iterator stress_it =
// this->stress(type).begin(spatial_dimension,
// spatial_dimension);
// if (this->finite_deformation)
// stress_it = this->piola_kirchhoff_2(type).begin(spatial_dimension,
// spatial_dimension);
// UInt nb_quadrature_points = this->model->getFEEngine().getNbQuadraturePoints(type);
// gradu_it += index*nb_quadrature_points;
// gradu_end += (index+1)*nb_quadrature_points;
// stress_it += index*nb_quadrature_points;
// Real * epot_quad = epot_on_quad_points.storage();
// Matrix<Real> grad_u(spatial_dimension, spatial_dimension);
// for(;gradu_it != gradu_end; ++gradu_it, ++stress_it, ++epot_quad) {
// if (this->finite_deformation)
// this->template gradUToGreenStrain<spatial_dimension>(*gradu_it, grad_u);
// else
// grad_u.copy(*gradu_it);
// this->computePotentialEnergyOnQuad(grad_u, *stress_it, *epot_quad);
// }
AKANTU_DEBUG_TO_IMPLEMENT();
}
/* -------------------------------------------------------------------------- */
INSTANTIATE_MATERIAL(MaterialIGFEMElastic);
__END_AKANTU__
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