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rAKA/test/test_model/test_contact_mechanics_model/test_explicit_dynamic.cc
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test_explicit_dynamic.cc
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/**
* @file test_explicit_dynamic.cc
*
* @author Mohit Pundir <mohit.pundir@epfl.ch>
*
* @date creation: Fri Dec 11 2020
* @date last modification: Sun Jun 06 2021
*
* @brief Test for dynamic explicit contact
*
*
* @section LICENSE
*
* Copyright (©) 2018-2021 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 "contact_mechanics_model.hh"
#include "coupler_solid_contact.hh"
#include "non_linear_solver.hh"
#include "solid_mechanics_model.hh"
#include "surface_selector.hh"
/* -------------------------------------------------------------------------- */
using namespace akantu;
/* -------------------------------------------------------------------------- */
template <typename T> std::vector<T> arrange(T start, T stop, T step = 1) {
std::vector<T> values;
for (T value = start; value <= stop; value += step)
values.push_back(value);
return values;
}
int main(int argc, char * argv[]) {
UInt max_steps = 2000;
Real max_displacement = 1e-2;
Real damping_ratio = 0.99;
std::string mesh_file = "flat_on_flat.msh";
std::string material_file = "material.dat";
const UInt spatial_dimension = 2;
initialize(material_file, argc, argv);
Mesh mesh(spatial_dimension);
mesh.read(mesh_file);
CouplerSolidContact coupler(mesh);
auto & solid = coupler.getSolidMechanicsModel();
auto & contact = coupler.getContactMechanicsModel();
auto && material_selector =
std::make_shared<MeshDataMaterialSelector<std::string>>("physical_names",
solid);
solid.setMaterialSelector(material_selector);
coupler.initFull(_analysis_method = _explicit_lumped_mass);
auto && surface_selector = std::make_shared<PhysicalSurfaceSelector>(mesh);
contact.getContactDetector().setSurfaceSelector(surface_selector);
solid.applyBC(BC::Dirichlet::FixedValue(0.0, _x), "upper");
solid.applyBC(BC::Dirichlet::FixedValue(0.0, _x), "lower");
Real time_step = solid.getStableTimeStep();
time_step *= 0.05;
coupler.setTimeStep(time_step);
std::cout << "Stable time increment : " << time_step << " sec "
<< std::endl;
coupler.setBaseName("explicit-dynamic");
coupler.addDumpFieldVector("displacement");
coupler.addDumpFieldVector("normals");
coupler.addDumpFieldVector("contact_force");
coupler.addDumpFieldVector("external_force");
coupler.addDumpFieldVector("internal_force");
coupler.addDumpField("gaps");
coupler.addDumpField("areas");
coupler.addDumpField("blocked_dofs");
coupler.addDumpField("strain");
coupler.addDumpField("stress");
auto & velocity = solid.getVelocity();
auto & gaps = contact.getGaps();
auto xi = arrange<Real>(0, 1, 1. / max_steps);
std::vector<Real> displacements;
std::transform(xi.begin(), xi.end(), std::back_inserter(displacements),
[&](Real & p) -> Real {
return 0. + (max_displacement)*pow(p, 3) *
(10 - 15 * p + 6 * pow(p, 2));
});
for (UInt s : arange(max_steps)) {
solid.applyBC(BC::Dirichlet::FixedValue(-displacements[s], _y), "loading");
solid.applyBC(BC::Dirichlet::FixedValue(displacements[s], _y), "fixed");
coupler.solveStep();
for (auto && tuple : zip(gaps, make_view(velocity, spatial_dimension))) {
auto & gap = std::get<0>(tuple);
auto & vel = std::get<1>(tuple);
if (gap > 0) {
vel *= damping_ratio;
}
}
if (s % 100 == 0) {
coupler.dump();
}
}
coupler.dump();
const ElementType element_type = _quadrangle_4;
const Array<Real> & stress_vect =
solid.getMaterial("upper").getStress(element_type);
auto stress_it = stress_vect.begin(spatial_dimension, spatial_dimension);
auto stress_end = stress_vect.end(spatial_dimension, spatial_dimension);
Real stress_tolerance = 1e-2;
Matrix<Real> presc_stress{{0, 0}, {0, 7e5}};
for (; stress_it != stress_end; ++stress_it) {
const auto & stress = *stress_it;
Real stress_error =
(std::abs(stress(1, 1)) - presc_stress(1, 1)) / (presc_stress(1, 1));
// if error is more than 1%
if (std::abs(stress_error) > stress_tolerance) {
std::cerr << "stress error: " << stress_error << " > " << stress_tolerance
<< std::endl;
std::cerr << "stress: " << stress << std::endl
<< "prescribed stress: " << presc_stress << std::endl;
return EXIT_FAILURE;
}
}
finalize();
return EXIT_SUCCESS;
}
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