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material_stiffness_proportional.cc
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material_stiffness_proportional.cc
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/**
* @file material_stiffness_proportional.cc
*
* @author David Simon Kammer <david.kammer@epfl.ch>
* @author Nicolas Richart <nicolas.richart@epfl.ch>
*
*
* @brief Special. of the material class for the caughey viscoelastic material
*
* @section LICENSE
*
* Copyright (©) 2010-2012, 2014 EPFL (Ecole Polytechnique Fédérale de Lausanne)
* Laboratory (LSMS - Laboratoire de Simulation en Mécanique des Solides)
*
*/
/* -------------------------------------------------------------------------- */
#include "material_stiffness_proportional.hh"
#include "solid_mechanics_model.hh"
namespace akantu {
/* -------------------------------------------------------------------------- */
template<UInt spatial_dimension>
MaterialStiffnessProportional<spatial_dimension>::MaterialStiffnessProportional(SolidMechanicsModel & model,
const ID & id) :
Material(model, id), MaterialElastic<spatial_dimension>(model, id),
stress_viscosity("stress_viscosity", *this),
stress_elastic("stress_elastic", *this) {
AKANTU_DEBUG_IN();
this->registerParam("Alpha", alpha, 0., ParamAccessType(_pat_parsable | _pat_modifiable), "Artificial viscous ratio");
this->stress_viscosity.initialize(spatial_dimension * spatial_dimension);
this->stress_elastic .initialize(spatial_dimension * spatial_dimension);
AKANTU_DEBUG_OUT();
}
/* -------------------------------------------------------------------------- */
template<UInt spatial_dimension>
void MaterialStiffnessProportional<spatial_dimension>::initMaterial() {
AKANTU_DEBUG_IN();
MaterialElastic<spatial_dimension>::initMaterial();
AKANTU_DEBUG_OUT();
}
/* -------------------------------------------------------------------------- */
template<UInt spatial_dimension>
void MaterialStiffnessProportional<spatial_dimension>::computeStress(ElementType el_type,
GhostType ghost_type) {
AKANTU_DEBUG_IN();
Array<UInt> & elem_filter = this->element_filter (el_type, ghost_type);
Array<Real> & stress_visc = stress_viscosity(el_type, ghost_type);
Array<Real> & stress_el = stress_elastic (el_type, ghost_type);
MaterialElastic<spatial_dimension>::computeStress(el_type, ghost_type);
Array<Real> & velocity = this->model.getVelocity();
Array<Real> strain_rate(0, spatial_dimension * spatial_dimension,
"strain_rate");
this->model.getFEEngine().gradientOnIntegrationPoints(velocity, strain_rate,
spatial_dimension,
el_type, ghost_type, elem_filter);
Array<Real>::matrix_iterator strain_rate_it =
strain_rate.begin(spatial_dimension, spatial_dimension);
Array<Real>::matrix_iterator stress_visc_it =
stress_visc.begin(spatial_dimension, spatial_dimension);
Array<Real>::matrix_iterator stress_el_it =
stress_el.begin(spatial_dimension, spatial_dimension);
MATERIAL_STRESS_QUADRATURE_POINT_LOOP_BEGIN(el_type, ghost_type);
Matrix<Real> & grad_v = *strain_rate_it;
Matrix<Real> & sigma_visc = *stress_visc_it;
Matrix<Real> & sigma_el = *stress_el_it;
MaterialElastic<spatial_dimension>::computeStressOnQuad(grad_v, sigma_visc);
sigma_visc *= alpha;
sigma_el.copy(sigma);
sigma += sigma_visc;
++strain_rate_it;
++stress_visc_it;
++stress_el_it;
MATERIAL_STRESS_QUADRATURE_POINT_LOOP_END;
AKANTU_DEBUG_OUT();
}
/* -------------------------------------------------------------------------- */
template<UInt spatial_dimension>
void MaterialStiffnessProportional<spatial_dimension>::computePotentialEnergy(ElementType el_type,
GhostType ghost_type) {
AKANTU_DEBUG_IN();
if(ghost_type != _not_ghost) return;
Array<Real> & stress_el = stress_elastic(el_type, ghost_type);
Array<Real>::matrix_iterator stress_el_it =
stress_el.begin(spatial_dimension, spatial_dimension);
Real * epot = this->potential_energy(el_type, ghost_type).storage();
MATERIAL_STRESS_QUADRATURE_POINT_LOOP_BEGIN(el_type, ghost_type);
Matrix<Real> & sigma_el = *stress_el_it;
MaterialElastic<spatial_dimension>::computePotentialEnergyOnQuad(grad_u,
sigma_el,
*epot);
epot++;
++stress_el_it;
MATERIAL_STRESS_QUADRATURE_POINT_LOOP_END;
AKANTU_DEBUG_OUT();
}
/* -------------------------------------------------------------------------- */
INSTANTIATE_MATERIAL(MaterialStiffnessProportional);
} // namespace akantu

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