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test_assembling_K_cohe_elements.cc
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Thu, Sep 26, 02:10

test_assembling_K_cohe_elements.cc
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/**
* @file matrix_assembling_cohesive_elements.cc
*
* @author Mauro Corrado
*
* @date creation: Thu April 30 2015
*
* @brief Test to check the correct matrix assembling for cohesive elements
* with degenerated nodes
*
* @section LICENSE
*
* Copyright (©) 2014 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 <limits>
#include <fstream>
#include <iostream>
/* -------------------------------------------------------------------------- */
#include "solid_mechanics_model_cohesive.hh"
#include "material_cohesive.hh"
/* -------------------------------------------------------------------------- */
using namespace akantu;
int main(int argc, char *argv[]) {
initialize("material.dat", argc, argv);
debug::setDebugLevel(dblWarning);
const UInt spatial_dimension = 2;
Mesh mesh(spatial_dimension);
mesh.read("quadrangle.msh");
SolidMechanicsModelCohesive model(mesh);
/// model initialization
model.initFull(SolidMechanicsModelCohesiveOptions(_static, true));
// CohesiveElementInserter inserter(mesh);
model.limitInsertion(_y, -0.001, 0.001);
model.updateAutomaticInsertion();
/// boundary conditions
Array<bool> & boundary = model.getBlockedDOFs();
Array<Real> & position = mesh.getNodes();
Array<Real> & displacement = model.getDisplacement();
for (UInt n = 0; n < mesh.getNbNodes(); ++n) {
if (position(n,1) < -0.99){
boundary(n,1) = true;
boundary(n,0) = true;
}
if (position(n,1) > 0.99 && position(n,0) < -0.99)
boundary(n,1) = true;
}
Real increment = 0.004;
Real error;
for (UInt n = 0; n < mesh.getNbNodes(); ++n) {
if (position(n,1) > 0.99 && position(n,0) < -0.99)
displacement(n,1) += increment;
}
model.solveStepCohesive<_scm_newton_raphson_tangent, _scc_increment>(1e-13, error, 10);
/// save the matrix
model.getStiffnessMatrix().saveMatrix("K_matrix_test");
finalize();
return EXIT_SUCCESS;
}

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