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plate.cc
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Created
Tue, Nov 19, 19:20
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Thu, Nov 21, 19:20 (1 d, 22 h)
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rAKA akantu
plate.cc
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/**
* @file plate.cc
*
* @author Dana Christen <dana.christen@epfl.ch>
* @author Aurelia Isabel Cuba Ramos <aurelia.cubaramos@epfl.ch>
* @author Nicolas Richart <nicolas.richart@epfl.ch>
*
* @date creation: Fri May 11 2012
* @date last modification: Mon Apr 07 2014
*
* @brief boundary condition example
*
* @section LICENSE
*
* Copyright (©) 2010-2012, 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 "solid_mechanics_model.hh"
/* -------------------------------------------------------------------------- */
#include <iostream>
/* -------------------------------------------------------------------------- */
using
namespace
akantu
;
int
main
(
int
argc
,
char
*
argv
[])
{
initialize
(
"material.dat"
,
argc
,
argv
);
//Do I need to define the element type?
UInt
spatial_dimension
=
2
;
UInt
max_steps
=
3000
;
Mesh
mesh
(
spatial_dimension
);
mesh
.
read
(
"square.msh"
);
mesh
.
createGroupsFromMeshData
<
std
::
string
>
(
"physical_names"
);
SolidMechanicsModel
model
(
mesh
);
/// model initialization
model
.
initFull
();
std
::
cout
<<
model
.
getMaterial
(
0
)
<<
std
::
endl
;
model
.
assembleMassLumped
();
/// Dirichlet boundary conditions
model
.
applyBC
(
BC
::
Dirichlet
::
FixedValue
(
0.0
,
_x
),
"Fixed_x"
);
model
.
applyBC
(
BC
::
Dirichlet
::
FixedValue
(
0.0
,
_y
),
"Fixed_y"
);
model
.
updateResidual
();
model
.
setBaseName
(
"plate"
);
model
.
addDumpFieldVector
(
"displacement"
);
model
.
addDumpField
(
"blocked_dofs"
);
model
.
addDumpField
(
"force"
);
model
.
addDumpField
(
"residual"
);
model
.
dump
();
Real
time_step
=
model
.
getStableTimeStep
()
*
.8
;
model
.
setTimeStep
(
time_step
);
Vector
<
Real
>
traction
(
2
);
for
(
UInt
s
=
1
;
s
<=
max_steps
;
++
s
)
{
if
(
s
%
100
==
0
)
std
::
cout
<<
"passing step "
<<
s
<<
"/"
<<
max_steps
<<
std
::
endl
;
// Neumann boundary condition
traction
(
0
)
=
s
*
0.1
;
traction
(
1
)
=
0.0
;
model
.
applyBC
(
BC
::
Neumann
::
FromTraction
(
traction
),
"Traction"
);
model
.
explicitPred
();
model
.
updateResidual
();
model
.
updateAcceleration
();
model
.
explicitCorr
();
if
(
s
%
10
==
0
)
model
.
dump
();
}
finalize
();
return
EXIT_SUCCESS
;
}
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