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embedded.cc
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Created
Mon, Nov 4, 15:50
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2 KB
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text/x-c
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Wed, Nov 6, 15:50 (2 d)
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blob
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22080522
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rAKA akantu
embedded.cc
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/**
* Copyright (©) 2015-2023 EPFL (Ecole Polytechnique Fédérale de Lausanne)
* Laboratory (LSMS - Laboratoire de Simulation en Mécanique des Solides)
*
* This file is part of Akantu
*
* 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 "embedded_interface_model.hh"
#include "non_linear_solver.hh"
/* -------------------------------------------------------------------------- */
#include <iostream>
/* -------------------------------------------------------------------------- */
using
namespace
akantu
;
int
main
(
int
argc
,
char
*
argv
[])
{
initialize
(
"material.dat"
,
argc
,
argv
);
const
Int
dim
=
2
;
// Loading the concrete mesh
Mesh
mesh
(
dim
);
mesh
.
read
(
"concrete.msh"
);
// Loading the reinforcement mesh
Mesh
reinforcement_mesh
(
dim
,
"reinforcement_mesh"
);
// Exception is raised because reinforcement
// mesh contains only segments, i.e. 1D elements
try
{
reinforcement_mesh
.
read
(
"reinforcement.msh"
);
}
catch
(
debug
::
Exception
&
e
)
{
}
// Model creation
EmbeddedInterfaceModel
model
(
mesh
,
reinforcement_mesh
,
dim
);
model
.
initFull
(
EmbeddedInterfaceModelOptions
(
_static
));
// Boundary conditions
model
.
applyBC
(
BC
::
Dirichlet
::
FixedValue
(
0.0
,
_x
),
"XBlocked"
);
model
.
applyBC
(
BC
::
Dirichlet
::
FixedValue
(
0.0
,
_y
),
"YBlocked"
);
Vector
<
Real
>
force
(
dim
);
force
(
0
)
=
0.0
;
force
(
1
)
=
-
1.0
;
model
.
applyBC
(
BC
::
Neumann
::
FromTraction
(
force
),
"Force"
);
// Dumping the concrete
model
.
setBaseName
(
"concrete"
);
model
.
addDumpFieldVector
(
"displacement"
);
model
.
addDumpFieldVector
(
"external_force"
);
model
.
addDumpFieldVector
(
"internal_force"
);
model
.
addDumpFieldTensor
(
"stress"
);
// Dumping the reinforcement
model
.
setBaseNameToDumper
(
"reinforcement"
,
"reinforcement"
);
model
.
addDumpFieldTensorToDumper
(
"reinforcement"
,
"stress_embedded"
);
// dumping stress in reinforcement
auto
&
solver
=
model
.
getNonLinearSolver
();
solver
.
set
(
"max_iterations"
,
1
);
solver
.
set
(
"threshold"
,
1e-6
);
solver
.
set
(
"convergence_type"
,
SolveConvergenceCriteria
::
_residual
);
model
.
solveStep
();
// Dumping model
model
.
dump
();
model
.
dump
(
"reinforcement"
);
finalize
();
return
EXIT_SUCCESS
;
}
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