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rAKA/test/test_model/test_solid_mechanics_model/test_materials/test_local_material.cc
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test_local_material.cc
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/**
* @file test_local_material.cc
*
* @author Guillaume Anciaux <guillaume.anciaux@epfl.ch>
* @author Marion Estelle Chambart <marion.chambart@epfl.ch>
* @author Nicolas Richart <nicolas.richart@epfl.ch>
* @author Clement Roux <clement.roux@epfl.ch>
*
* @date creation: Wed Aug 04 2010
* @date last modification: Thu Oct 15 2015
*
* @brief test of the class SolidMechanicsModel with custom local damage on a
* notched plate
*
* @section LICENSE
*
* Copyright (©) 2010-2012, 2014, 2015 EPFL (Ecole Polytechnique Fédérale de
* Lausanne) Laboratory (LSMS - Laboratoire de Simulation en Mécanique des
* Solides)
*
* Akantu is free software: you can redistribute it and/or modify it under the
* terms of the GNU Lesser General Public License as published by the Free
* Software Foundation, either version 3 of the License, or (at your option) any
* later version.
*
* Akantu is distributed in the hope that it will be useful, but WITHOUT ANY
* WARRANTY; without even the implied warranty of MERCHANTABILITY or FITNESS FOR
* A PARTICULAR PURPOSE. See the GNU Lesser General Public License for more
* details.
*
* You should have received a copy of the GNU Lesser General Public License
* along with Akantu. If not, see <http://www.gnu.org/licenses/>.
*
*/
/* -------------------------------------------------------------------------- */
#include <iostream>
/* -------------------------------------------------------------------------- */
#include "local_material_damage.hh"
#include "solid_mechanics_model.hh"
/* -------------------------------------------------------------------------- */
using namespace akantu;
int main(int argc, char * argv[]) {
akantu::initialize("material.dat", argc, argv);
UInt max_steps = 1100;
const UInt spatial_dimension = 2;
Mesh mesh(spatial_dimension);
mesh.read("mesh_section_gap.msh");
/// model initialization
MaterialFactory::getInstance().registerAllocator(
"local_damage",
[](UInt, const ID &, SolidMechanicsModel & model,
const ID & id) -> std::unique_ptr<Material> {
return std::make_unique<LocalMaterialDamage>(model, id);
});
SolidMechanicsModel model(mesh);
model.initFull();
std::cout << model.getMaterial(0) << std::endl;
model.addDumpField("damage");
model.addDumpField("strain");
model.addDumpField("stress");
model.addDumpFieldVector("displacement");
model.addDumpFieldVector("external_force");
model.addDumpFieldVector("internal_force");
model.dump();
Real time_step = model.getStableTimeStep();
model.setTimeStep(time_step / 2.5);
/// Dirichlet boundary conditions
model.applyBC(BC::Dirichlet::FixedValue(0.0, _x), "Fixed");
// model.applyBC(BC::Dirichlet::FixedValue(0.0, _y), "Fixed");
Matrix<Real> stress(2, 2);
stress.eye(5e7);
model.applyBC(BC::Neumann::FromHigherDim(stress), "Traction");
for (UInt s = 0; s < max_steps; ++s) model.solveStep();
model.dump();
const auto & lower_bounds = mesh.getLowerBounds();
const auto & upper_bounds = mesh.getUpperBounds();
Real L = upper_bounds(_x) - lower_bounds(_x);
Real H = upper_bounds(_y) - lower_bounds(_y);
const auto & filter = model.getMaterial("concrete").getElementFilter();
Vector<Real> barycenter(spatial_dimension);
for (auto & type : filter.elementTypes(spatial_dimension)) {
UInt nb_elem = mesh.getNbElement(type);
const UInt nb_gp = model.getFEEngine().getNbIntegrationPoints(type);
const auto & material_damage_array =
model.getMaterial(0).getArray<Real>("damage", type);
UInt cpt = 0;
for (auto nel : arange(nb_elem)) {
mesh.getBarycenter({type, nel, _not_ghost}, barycenter);
if ((std::abs(barycenter(_x) - (L / 2) + 0.025) < 0.025) &&
(std::abs(barycenter(_y) - (H / 2) + 0.045) < 0.045)) {
if (material_damage_array(cpt, 0) < 0.9) {
std::terminate();
} else {
std::cout << "element " << nel << " is correctly broken" << std::endl;
}
}
cpt += nb_gp;
}
}
akantu::finalize();
return 0;
}
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