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test_embedded_interface_model_prestress.cc
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rAKA akantu
test_embedded_interface_model_prestress.cc
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/**
* @file test_embedded_interface_model_prestress.cc
*
* @author Lucas Frerot <lucas.frerot@epfl.ch>
*
* @date creation: Tue Apr 28 2015
* @date last modification: Tue Feb 20 2018
*
* @brief Embedded model test for prestressing (bases on stress norm)
*
* @section LICENSE
*
* Copyright (©) 2015-2018 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 "aka_common.hh"
#include "embedded_interface_model.hh"
/* -------------------------------------------------------------------------- */
using
namespace
akantu
;
#define YG 0.483644859
#define I_eq 0.012488874
#define A_eq (1e-2 + 1. / 7. * 1.)
/* -------------------------------------------------------------------------- */
struct
StressSolution
:
public
BC
::
Neumann
::
FromHigherDim
{
Real
M
;
Real
I
;
Real
yg
;
Real
pre_stress
;
StressSolution
(
UInt
dim
,
Real
M
,
Real
I
,
Real
yg
=
0
,
Real
pre_stress
=
0
)
:
BC
::
Neumann
::
FromHigherDim
(
Matrix
<
Real
>
(
dim
,
dim
)),
M
(
M
),
I
(
I
),
yg
(
yg
),
pre_stress
(
pre_stress
)
{}
virtual
~
StressSolution
()
{}
void
operator
()(
const
IntegrationPoint
&
/*quad_point*/
,
Vector
<
Real
>
&
dual
,
const
Vector
<
Real
>
&
coord
,
const
Vector
<
Real
>
&
normals
)
const
{
UInt
dim
=
coord
.
size
();
if
(
dim
<
2
)
AKANTU_ERROR
(
"Solution not valid for 1D"
);
Matrix
<
Real
>
stress
(
dim
,
dim
);
stress
.
clear
();
stress
(
0
,
0
)
=
this
->
stress
(
coord
(
1
));
dual
.
mul
<
false
>
(
stress
,
normals
);
}
inline
Real
stress
(
Real
height
)
const
{
return
-
M
/
I
*
(
height
-
yg
)
+
pre_stress
;
}
inline
Real
neutral_axis
()
const
{
return
-
I
*
pre_stress
/
M
+
yg
;
}
};
/* -------------------------------------------------------------------------- */
int
main
(
int
argc
,
char
*
argv
[])
{
initialize
(
"prestress.dat"
,
argc
,
argv
);
debug
::
setDebugLevel
(
dblError
);
Math
::
setTolerance
(
1e-6
);
const
UInt
dim
=
2
;
/* --------------------------------------------------------------------------
*/
Mesh
mesh
(
dim
);
mesh
.
read
(
"embedded_mesh_prestress.msh"
);
// mesh.createGroupsFromMeshData<std::string>("physical_names");
Mesh
reinforcement_mesh
(
dim
,
"reinforcement_mesh"
);
try
{
reinforcement_mesh
.
read
(
"embedded_mesh_prestress_reinforcement.msh"
);
}
catch
(
debug
::
Exception
&
e
)
{
}
// reinforcement_mesh.createGroupsFromMeshData<std::string>("physical_names");
EmbeddedInterfaceModel
model
(
mesh
,
reinforcement_mesh
,
dim
);
model
.
initFull
(
EmbeddedInterfaceModelOptions
(
_static
));
/* --------------------------------------------------------------------------
*/
/* Computation of analytical residual */
/* --------------------------------------------------------------------------
*/
/*
* q = 1000 N/m
* L = 20 m
* a = 1 m
*/
Real
steel_area
=
model
.
getMaterial
(
"reinforcement"
).
get
(
"area"
);
Real
pre_stress
=
model
.
getMaterial
(
"reinforcement"
).
get
(
"pre_stress"
);
Real
stress_norm
=
0.
;
StressSolution
*
concrete_stress
=
nullptr
,
*
steel_stress
=
nullptr
;
Real
pre_force
=
pre_stress
*
steel_area
;
Real
pre_moment
=
-
pre_force
*
(
YG
-
0.25
);
Real
neutral_axis
=
YG
-
I_eq
/
A_eq
*
pre_force
/
pre_moment
;
concrete_stress
=
new
StressSolution
(
dim
,
pre_moment
,
7.
*
I_eq
,
YG
,
-
pre_force
/
(
7.
*
A_eq
));
steel_stress
=
new
StressSolution
(
dim
,
pre_moment
,
I_eq
,
YG
,
pre_stress
-
pre_force
/
A_eq
);
stress_norm
=
std
::
abs
(
concrete_stress
->
stress
(
1
))
*
(
1
-
neutral_axis
)
*
0.5
+
std
::
abs
(
concrete_stress
->
stress
(
0
))
*
neutral_axis
*
0.5
+
std
::
abs
(
steel_stress
->
stress
(
0.25
))
*
steel_area
;
model
.
applyBC
(
*
concrete_stress
,
"XBlocked"
);
auto
end_node
=
*
mesh
.
getElementGroup
(
"EndNode"
).
getNodeGroup
().
begin
();
Vector
<
Real
>
end_node_force
=
model
.
getForce
().
begin
(
dim
)[
end_node
];
end_node_force
(
0
)
+=
steel_stress
->
stress
(
0.25
)
*
steel_area
;
Array
<
Real
>
analytical_residual
(
mesh
.
getNbNodes
(),
dim
,
"analytical_residual"
);
analytical_residual
.
copy
(
model
.
getForce
());
model
.
getForce
().
clear
();
delete
concrete_stress
;
delete
steel_stress
;
/* --------------------------------------------------------------------------
*/
model
.
applyBC
(
BC
::
Dirichlet
::
FixedValue
(
0.0
,
_x
),
"XBlocked"
);
model
.
applyBC
(
BC
::
Dirichlet
::
FixedValue
(
0.0
,
_y
),
"YBlocked"
);
try
{
model
.
solveStep
();
}
catch
(
debug
::
Exception
e
)
{
std
::
cerr
<<
e
.
what
()
<<
std
::
endl
;
return
EXIT_FAILURE
;
}
/* --------------------------------------------------------------------------
*/
/* Computation of FEM residual norm */
/* --------------------------------------------------------------------------
*/
ElementGroup
&
xblocked
=
mesh
.
getElementGroup
(
"XBlocked"
);
NodeGroup
&
boundary_nodes
=
xblocked
.
getNodeGroup
();
NodeGroup
::
const_node_iterator
nodes_it
=
boundary_nodes
.
begin
(),
nodes_end
=
boundary_nodes
.
end
();
model
.
assembleInternalForces
();
Array
<
Real
>
residual
(
mesh
.
getNbNodes
(),
dim
,
"my_residual"
);
residual
.
copy
(
model
.
getInternalForce
());
residual
-=
model
.
getForce
();
auto
com_res
=
residual
.
begin
(
dim
);
auto
position
=
mesh
.
getNodes
().
begin
(
dim
);
Real
res_sum
=
0.
;
UInt
lower_node
=
-
1
;
UInt
upper_node
=
-
1
;
Real
lower_dist
=
1
;
Real
upper_dist
=
1
;
for
(;
nodes_it
!=
nodes_end
;
++
nodes_it
)
{
UInt
node_number
=
*
nodes_it
;
const
Vector
<
Real
>
res
=
com_res
[
node_number
];
const
Vector
<
Real
>
pos
=
position
[
node_number
];
if
(
!
Math
::
are_float_equal
(
pos
(
1
),
0.25
))
{
if
((
std
::
abs
(
pos
(
1
)
-
0.25
)
<
lower_dist
)
&&
(
pos
(
1
)
<
0.25
))
{
lower_dist
=
std
::
abs
(
pos
(
1
)
-
0.25
);
lower_node
=
node_number
;
}
if
((
std
::
abs
(
pos
(
1
)
-
0.25
)
<
upper_dist
)
&&
(
pos
(
1
)
>
0.25
))
{
upper_dist
=
std
::
abs
(
pos
(
1
)
-
0.25
);
upper_node
=
node_number
;
}
}
for
(
UInt
i
=
0
;
i
<
dim
;
i
++
)
{
if
(
!
Math
::
are_float_equal
(
pos
(
1
),
0.25
))
{
res_sum
+=
std
::
abs
(
res
(
i
));
}
}
}
const
Vector
<
Real
>
upper_res
=
com_res
[
upper_node
],
lower_res
=
com_res
[
lower_node
];
const
Vector
<
Real
>
end_node_res
=
com_res
[
end_node
];
Vector
<
Real
>
delta
=
upper_res
-
lower_res
;
delta
*=
lower_dist
/
(
upper_dist
+
lower_dist
);
Vector
<
Real
>
concrete_residual
=
lower_res
+
delta
;
Vector
<
Real
>
steel_residual
=
end_node_res
-
concrete_residual
;
for
(
UInt
i
=
0
;
i
<
dim
;
i
++
)
{
res_sum
+=
std
::
abs
(
concrete_residual
(
i
));
res_sum
+=
std
::
abs
(
steel_residual
(
i
));
}
Real
relative_error
=
std
::
abs
(
res_sum
-
stress_norm
)
/
stress_norm
;
if
(
relative_error
>
1e-3
)
{
std
::
cerr
<<
"Relative error = "
<<
relative_error
<<
std
::
endl
;
return
EXIT_FAILURE
;
}
finalize
();
return
0
;
}
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