Page Menu
Home
c4science
Search
Configure Global Search
Log In
Files
F88590143
test_remove_damage_weight_function.cc
No One
Temporary
Actions
Download File
Edit File
Delete File
View Transforms
Subscribe
Mute Notifications
Award Token
Subscribers
None
File Metadata
Details
File Info
Storage
Attached
Created
Sat, Oct 19, 15:16
Size
6 KB
Mime Type
text/x-c
Expires
Mon, Oct 21, 15:16 (2 d)
Engine
blob
Format
Raw Data
Handle
21794426
Attached To
rAKA akantu
test_remove_damage_weight_function.cc
View Options
/**
* @file test_remove_damage_weight_function.cc
*
* @author Aurelia Isabel Cuba Ramos <aurelia.cubaramos@epfl.ch>
*
* @date creation: Wed Oct 07 2015
*
* @brief Test the damage weight funcion for non local computations
*
* @section LICENSE
*
* 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 "dumper_paraview.hh"
#include "non_local_manager.hh"
#include "non_local_neighborhood.hh"
#include "solid_mechanics_model.hh"
#include "test_material_damage.hh"
/* -------------------------------------------------------------------------- */
using
namespace
akantu
;
/* -------------------------------------------------------------------------- */
int
main
(
int
argc
,
char
*
argv
[])
{
akantu
::
initialize
(
"material_remove_damage.dat"
,
argc
,
argv
);
// some configuration variables
const
UInt
spatial_dimension
=
2
;
ElementType
element_type
=
_quadrangle_4
;
GhostType
ghost_type
=
_not_ghost
;
// mesh creation and read
Mesh
mesh
(
spatial_dimension
);
mesh
.
read
(
"plate.msh"
);
/// model creation
SolidMechanicsModel
model
(
mesh
);
/// creation of material selector
auto
&&
mat_selector
=
std
::
make_shared
<
MeshDataMaterialSelector
<
std
::
string
>>
(
"physical_names"
,
model
);
model
.
setMaterialSelector
(
mat_selector
);
/// model initialization changed to use our material
model
.
initFull
();
/// dump material index in paraview
model
.
addDumpField
(
"material_index"
);
model
.
addDumpField
(
"grad_u"
);
model
.
addDumpField
(
"grad_u non local"
);
model
.
addDumpField
(
"damage"
);
model
.
dump
();
/// apply constant strain field in all elements except element 3 and 15
Matrix
<
Real
>
applied_strain
(
spatial_dimension
,
spatial_dimension
);
applied_strain
.
clear
();
for
(
UInt
i
=
0
;
i
<
spatial_dimension
;
++
i
)
applied_strain
(
i
,
i
)
=
2.
;
/// apply different strain in element 3 and 15
Matrix
<
Real
>
modified_strain
(
spatial_dimension
,
spatial_dimension
);
modified_strain
.
clear
();
for
(
UInt
i
=
0
;
i
<
spatial_dimension
;
++
i
)
modified_strain
(
i
,
i
)
=
1.
;
/// apply constant grad_u field in all elements
for
(
UInt
m
=
0
;
m
<
model
.
getNbMaterials
();
++
m
)
{
Material
&
mat
=
model
.
getMaterial
(
m
);
Array
<
Real
>
&
grad_u
=
const_cast
<
Array
<
Real
>
&>
(
mat
.
getInternal
<
Real
>
(
"eigen_grad_u"
)(
element_type
,
ghost_type
));
auto
grad_u_it
=
grad_u
.
begin
(
spatial_dimension
,
spatial_dimension
);
auto
grad_u_end
=
grad_u
.
end
(
spatial_dimension
,
spatial_dimension
);
UInt
element_counter
=
0
;
for
(;
grad_u_it
!=
grad_u_end
;
++
grad_u_it
,
++
element_counter
)
if
(
element_counter
==
12
||
element_counter
==
13
||
element_counter
==
14
||
element_counter
==
15
)
(
*
grad_u_it
)
=
-
1.
*
modified_strain
;
else
(
*
grad_u_it
)
=
-
1.
*
applied_strain
;
}
/// compute the non-local strains
model
.
assembleInternalForces
();
model
.
dump
();
/// save the weights in a file
auto
&
neighborhood_1
=
model
.
getNonLocalManager
().
getNeighborhood
(
"mat_1"
);
auto
&
neighborhood_2
=
model
.
getNonLocalManager
().
getNeighborhood
(
"mat_2"
);
neighborhood_1
.
saveWeights
(
"before_0"
);
neighborhood_2
.
saveWeights
(
"before_1"
);
for
(
UInt
n
=
0
;
n
<
2
;
++
n
)
{
/// print results to screen for validation
std
::
stringstream
sstr
;
sstr
<<
"before_"
<<
n
<<
".0"
;
std
::
ifstream
weights
;
weights
.
open
(
sstr
.
str
());
std
::
string
current_line
;
while
(
getline
(
weights
,
current_line
))
std
::
cout
<<
current_line
<<
std
::
endl
;
weights
.
close
();
}
/// apply damage to not have the elements with lower strain impact the
/// averaging
for
(
UInt
m
=
0
;
m
<
model
.
getNbMaterials
();
++
m
)
{
auto
&
mat
=
dynamic_cast
<
MaterialDamage
<
spatial_dimension
>
&>
(
model
.
getMaterial
(
m
));
auto
&
damage
=
const_cast
<
Array
<
Real
>
&>
(
mat
.
getInternal
<
Real
>
(
"damage"
)(
element_type
,
ghost_type
));
auto
dam_it
=
damage
.
begin
();
auto
dam_end
=
damage
.
end
();
UInt
element_counter
=
0
;
for
(;
dam_it
!=
dam_end
;
++
dam_it
,
++
element_counter
)
if
(
element_counter
==
12
||
element_counter
==
13
||
element_counter
==
14
||
element_counter
==
15
)
*
dam_it
=
0.9
;
}
/// compute the non-local strains
model
.
assembleInternalForces
();
neighborhood_1
.
saveWeights
(
"after_0"
);
neighborhood_2
.
saveWeights
(
"after_1"
);
for
(
UInt
n
=
0
;
n
<
2
;
++
n
)
{
/// print results to screen for validation
std
::
stringstream
sstr
;
sstr
<<
"after_"
<<
n
<<
".0"
;
std
::
ifstream
weights
;
weights
.
open
(
sstr
.
str
());
std
::
string
current_line
;
while
(
getline
(
weights
,
current_line
))
std
::
cout
<<
current_line
<<
std
::
endl
;
weights
.
close
();
}
model
.
dump
();
/// verify the result: non-local averaging over constant field must
/// yield same constant field
Real
test_result
=
0.
;
Matrix
<
Real
>
difference
(
spatial_dimension
,
spatial_dimension
,
0.
);
Matrix
<
Real
>
difference_in_damaged_elements
(
spatial_dimension
,
spatial_dimension
,
0.
);
for
(
UInt
m
=
0
;
m
<
model
.
getNbMaterials
();
++
m
)
{
difference_in_damaged_elements
.
clear
();
auto
&
mat
=
model
.
getMaterial
(
m
);
auto
&
grad_u_nl
=
const_cast
<
Array
<
Real
>
&>
(
mat
.
getInternal
<
Real
>
(
"grad_u non local"
)(
element_type
,
ghost_type
));
auto
grad_u_nl_it
=
grad_u_nl
.
begin
(
spatial_dimension
,
spatial_dimension
);
auto
grad_u_nl_end
=
grad_u_nl
.
end
(
spatial_dimension
,
spatial_dimension
);
UInt
element_counter
=
0
;
for
(;
grad_u_nl_it
!=
grad_u_nl_end
;
++
grad_u_nl_it
,
++
element_counter
)
{
if
(
element_counter
==
12
||
element_counter
==
13
||
element_counter
==
14
||
element_counter
==
15
)
difference_in_damaged_elements
+=
(
*
grad_u_nl_it
);
else
difference
=
(
*
grad_u_nl_it
)
-
applied_strain
;
test_result
+=
difference
.
norm
<
L_2
>
();
}
difference_in_damaged_elements
*=
(
1
/
4.
);
difference_in_damaged_elements
-=
(
1.41142
*
modified_strain
);
test_result
+=
difference_in_damaged_elements
.
norm
<
L_2
>
();
}
if
(
test_result
>
10.e-5
)
{
std
::
cout
<<
"the total norm is: "
<<
test_result
<<
std
::
endl
;
return
EXIT_FAILURE
;
}
finalize
();
return
EXIT_SUCCESS
;
}
Event Timeline
Log In to Comment