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new_local_material.cc
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Thu, Aug 29, 02:23
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text/x-c
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Sat, Aug 31, 02:23 (2 d)
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rAKA akantu
new_local_material.cc
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/**
* @file new_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>
*
* @date creation: Thu Aug 06 2015
* @date last modification: Mon Jan 18 2016
*
* @brief test of the class SolidMechanicsModel
*
*
* 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 "local_material_damage.hh"
#include "solid_mechanics_model.hh"
/* -------------------------------------------------------------------------- */
#include <iostream>
/* -------------------------------------------------------------------------- */
using
namespace
akantu
;
#define bar_length 10.
#define bar_height 4.
akantu
::
Real
eps
=
1e-10
;
int
main
(
int
argc
,
char
*
argv
[])
{
akantu
::
initialize
(
"material.dat"
,
argc
,
argv
);
UInt
max_steps
=
10000
;
Real
epot
,
ekin
;
const
UInt
spatial_dimension
=
2
;
Mesh
mesh
(
spatial_dimension
);
mesh
.
read
(
"barre_trou.msh"
);
/// model creation
SolidMechanicsModel
model
(
mesh
);
/// model initialization
model
.
initFull
(
_analysis_method
=
_explicit_lumped_mass
);
std
::
cout
<<
model
.
getMaterial
(
0
)
<<
std
::
endl
;
Real
time_step
=
model
.
getStableTimeStep
();
model
.
setTimeStep
(
time_step
/
10.
);
/// Dirichlet boundary conditions
model
.
applyBC
(
BC
::
Dirichlet
::
FixedValue
(
0.0
,
_x
),
"Fixed_x"
);
model
.
applyBC
(
BC
::
Dirichlet
::
FixedValue
(
0.0
,
_y
),
"Fixed_y"
);
// Neumann boundary condition
Matrix
<
Real
>
stress
(
2
,
2
);
stress
.
eye
(
3e2
);
model
.
applyBC
(
BC
::
Neumann
::
FromStress
(
stress
),
"Traction"
);
model
.
setBaseName
(
"local_material"
);
model
.
addDumpField
(
"displacement"
);
model
.
addDumpField
(
"velocity"
);
model
.
addDumpField
(
"acceleration"
);
model
.
addDumpField
(
"external_force"
);
model
.
addDumpField
(
"internal_force"
);
model
.
addDumpField
(
"grad_u"
);
model
.
addDumpField
(
"stress"
);
model
.
addDumpField
(
"damage"
);
model
.
dump
();
for
(
UInt
s
=
0
;
s
<
max_steps
;
++
s
)
{
model
.
solveStep
();
epot
=
model
.
getEnergy
(
"potential"
);
ekin
=
model
.
getEnergy
(
"kinetic"
);
if
(
s
%
100
==
0
)
std
::
cout
<<
s
<<
" "
<<
epot
<<
" "
<<
ekin
<<
" "
<<
epot
+
ekin
<<
std
::
endl
;
if
(
s
%
1000
==
0
)
model
.
dump
();
}
akantu
::
finalize
();
return
EXIT_SUCCESS
;
}
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