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rAKA/python/swig/structural_mechanics_model.i
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structural_mechanics_model.i
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/**
* @file structural_mechanics_model.i
*
* @author Fabian Barras <fabian.barras@epfl.ch>
*
* @date creation: Wed Apr 01 2015
*
* @brief
*
* @section LICENSE
*
* Copyright (©) 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 "structural_mechanics_model.hh"
#include "sparse_matrix.hh"
%}
namespace akantu {
%ignore StructuralMechanicsModel::initArrays;
%ignore StructuralMechanicsModel::initModel;
%ignore StructuralMechanicsModel::initSolver;
%ignore StructuralMechanicsModel::initImplicit;
static void lin_load(double * position, double * load,
__attribute__ ((unused)) Real * normal,
__attribute__ ((unused)) UInt surface_id) {
memset(load,0,sizeof(Real)*3);
if (position[0]<=10){
load[1]= -6000;
}
}
}
%include "dumpable.hh"
%include "structural_mechanics_model.hh"
%extend akantu::StructuralMechanicsModel {
bool solveStep(Real tolerance, UInt max_iteration) {
return $self->solveStep<akantu::SolveConvergenceMethod::_scm_newton_raphson_tangent, akantu::SolveConvergenceCriteria::_scc_residual>(tolerance, max_iteration);
}
void computeForcesFromFunctionBeam2d(BoundaryFunctionType function_type) {
$self->computeForcesFromFunction<akantu::ElementType::_bernoulli_beam_2>(akantu::lin_load, function_type);
}
}
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