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static.cc
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Thu, Aug 22, 00:56
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Sat, Aug 24, 00:56 (1 d, 23 h)
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rAKA akantu
static.cc
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/**
* @file static.cc
*
* @author Nicolas Richart <nicolas.richart@epfl.ch>
* @author Oumaima Sabir <oumaima.sabir@epfl.ch>
*
* @date creation: Mon Aug 09 2010
* @date last modification: Sun Dec 30 2018
*
* @brief This code refers to the implicit static example from the user manual
*
*
* @section LICENSE
*
* Copyright (©) 2015-2021 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 "non_linear_solver.hh"
#include "solid_mechanics_model.hh"
/* -------------------------------------------------------------------------- */
using
namespace
akantu
;
#define bar_length 0.01
#define bar_height 0.01
/* -------------------------------------------------------------------------- */
int
main
(
int
argc
,
char
*
argv
[])
{
initialize
(
"material.dat"
,
argc
,
argv
);
const
UInt
spatial_dimension
=
2
;
Mesh
mesh
(
spatial_dimension
);
mesh
.
read
(
"square.msh"
);
SolidMechanicsModel
model
(
mesh
);
/// model initialization
model
.
initFull
(
_analysis_method
=
_static
);
model
.
setBaseName
(
"static"
);
model
.
addDumpFieldVector
(
"displacement"
);
model
.
addDumpField
(
"external_force"
);
model
.
addDumpField
(
"internal_force"
);
model
.
addDumpField
(
"grad_u"
);
/// Dirichlet boundary conditions
model
.
applyBC
(
BC
::
Dirichlet
::
FixedValue
(
0.0
,
_x
),
"Fixed_x"
);
model
.
applyBC
(
BC
::
Dirichlet
::
FixedValue
(
0.0
,
_y
),
"Fixed_y"
);
model
.
applyBC
(
BC
::
Dirichlet
::
FixedValue
(
0.0001
,
_y
),
"Traction"
);
model
.
dump
();
auto
&
solver
=
model
.
getNonLinearSolver
();
solver
.
set
(
"max_iterations"
,
2
);
solver
.
set
(
"threshold"
,
2e-4
);
solver
.
set
(
"convergence_type"
,
SolveConvergenceCriteria
::
_solution
);
model
.
solveStep
();
model
.
dump
();
finalize
();
return
EXIT_SUCCESS
;
}
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