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rAKA akantu
test_cohesive_fixture.hh
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/**
* @file test_cohesive_fixture.hh
*
* @author Nicolas Richart <nicolas.richart@epfl.ch>
*
* @date creation: Wed Jan 10 2018
* @date last modification: Tue Feb 20 2018
*
* @brief Coehsive element test fixture
*
* @section LICENSE
*
* Copyright (©) 2016-2018 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 "communicator.hh"
#include "solid_mechanics_model_cohesive.hh"
#include "test_gtest_utils.hh"
/* -------------------------------------------------------------------------- */
#include <gtest/gtest.h>
#include <vector>
/* -------------------------------------------------------------------------- */
#ifndef __AKANTU_TEST_COHESIVE_FIXTURE_HH__
#define __AKANTU_TEST_COHESIVE_FIXTURE_HH__
using
namespace
akantu
;
template
<::
akantu
::
AnalysisMethod
t
>
using
analysis_method_t
=
std
::
integral_constant
<::
akantu
::
AnalysisMethod
,
t
>
;
class
StrainIncrement
:
public
BC
::
Functor
{
public
:
StrainIncrement
(
const
Matrix
<
Real
>
&
strain
,
BC
::
Axis
dir
)
:
strain_inc
(
strain
),
dir
(
dir
)
{}
void
operator
()(
UInt
/*node*/
,
Vector
<
bool
>
&
flags
,
Vector
<
Real
>
&
primal
,
const
Vector
<
Real
>
&
coord
)
const
{
if
(
std
::
abs
(
coord
(
dir
))
<
1e-8
)
{
return
;
}
flags
.
set
(
true
);
primal
+=
strain_inc
*
coord
;
}
static
const
BC
::
Functor
::
Type
type
=
BC
::
Functor
::
_dirichlet
;
private
:
Matrix
<
Real
>
strain_inc
;
BC
::
Axis
dir
;
};
template
<
typename
param_
>
class
TestSMMCFixture
:
public
::
testing
::
Test
{
public
:
static
constexpr
ElementType
cohesive_type
=
std
::
tuple_element_t
<
0
,
param_
>::
value
;
static
constexpr
ElementType
type_1
=
std
::
tuple_element_t
<
1
,
param_
>::
value
;
static
constexpr
ElementType
type_2
=
std
::
tuple_element_t
<
2
,
param_
>::
value
;
static
constexpr
size_t
dim
=
ElementClass
<
cohesive_type
>::
getSpatialDimension
();
void
SetUp
()
override
{
mesh
=
std
::
make_unique
<
Mesh
>
(
this
->
dim
);
if
(
Communicator
::
getStaticCommunicator
().
whoAmI
()
==
0
)
{
EXPECT_NO_THROW
({
mesh
->
read
(
this
->
mesh_name
);
});
}
mesh
->
distribute
();
}
void
TearDown
()
override
{
model
.
reset
(
nullptr
);
mesh
.
reset
(
nullptr
);
}
void
createModel
()
{
model
=
std
::
make_unique
<
SolidMechanicsModelCohesive
>
(
*
mesh
);
model
->
initFull
(
_analysis_method
=
this
->
analysis_method
,
_is_extrinsic
=
this
->
is_extrinsic
);
auto
time_step
=
this
->
model
->
getStableTimeStep
()
*
0.01
;
this
->
model
->
setTimeStep
(
time_step
);
auto
&
mat_el
=
this
->
model
->
getMaterial
(
"body"
);
auto
speed
=
mat_el
.
getShearWaveSpeed
(
Element
());
// the slowest speed
auto
directon
=
_y
;
if
(
dim
==
1
)
directon
=
_x
;
auto
length
=
mesh
->
getUpperBounds
()(
directon
)
-
mesh
->
getLowerBounds
()(
directon
);
nb_steps
=
length
/
2.
/
speed
/
time_step
;
if
(
dim
==
1
)
{
surface
=
1
;
group_size
=
1
;
return
;
}
auto
facet_type
=
mesh
->
getFacetType
(
this
->
cohesive_type
);
auto
&
fe_engine
=
model
->
getFEEngineBoundary
();
auto
&
group
=
mesh
->
getElementGroup
(
"insertion"
).
getElements
(
facet_type
);
Array
<
Real
>
ones
(
fe_engine
.
getNbIntegrationPoints
(
facet_type
)
*
group
.
size
());
ones
.
set
(
1.
);
surface
=
fe_engine
.
integrate
(
ones
,
facet_type
,
_not_ghost
,
group
);
mesh
->
getCommunicator
().
allReduce
(
surface
,
SynchronizerOperation
::
_sum
);
group_size
=
group
.
size
();
mesh
->
getCommunicator
().
allReduce
(
group_size
,
SynchronizerOperation
::
_sum
);
#define debug_ 0
#if debug_
this
->
model
->
addDumpFieldVector
(
"displacement"
);
this
->
model
->
addDumpFieldVector
(
"velocity"
);
this
->
model
->
addDumpField
(
"stress"
);
this
->
model
->
addDumpField
(
"strain"
);
this
->
model
->
assembleInternalForces
();
this
->
model
->
setBaseNameToDumper
(
"cohesive elements"
,
"cohesive_elements"
);
this
->
model
->
addDumpFieldVectorToDumper
(
"cohesive elements"
,
"displacement"
);
this
->
model
->
addDumpFieldToDumper
(
"cohesive elements"
,
"damage"
);
this
->
model
->
addDumpFieldToDumper
(
"cohesive elements"
,
"tractions"
);
this
->
model
->
addDumpFieldToDumper
(
"cohesive elements"
,
"opening"
);
this
->
model
->
dump
();
this
->
model
->
dump
(
"cohesive elements"
);
#endif
}
void
setInitialCondition
(
const
Matrix
<
Real
>
&
strain
)
{
for
(
auto
&&
data
:
zip
(
make_view
(
this
->
mesh
->
getNodes
(),
this
->
dim
),
make_view
(
this
->
model
->
getDisplacement
(),
this
->
dim
)))
{
const
auto
&
pos
=
std
::
get
<
0
>
(
data
);
auto
&
disp
=
std
::
get
<
1
>
(
data
);
disp
=
strain
*
pos
;
}
}
bool
checkDamaged
()
{
UInt
nb_damaged
=
0
;
auto
&
damage
=
model
->
getMaterial
(
"insertion"
).
getArray
<
Real
>
(
"damage"
,
cohesive_type
);
for
(
auto
d
:
damage
)
{
if
(
d
>=
.99
)
++
nb_damaged
;
}
return
(
nb_damaged
==
group_size
);
}
void
steps
(
const
Matrix
<
Real
>
&
strain
)
{
StrainIncrement
functor
((
1.
/
300
)
*
strain
,
this
->
dim
==
1
?
_x
:
_y
);
for
(
auto
_
[[
gnu
::
unused
]]
:
arange
(
nb_steps
))
{
this
->
model
->
applyBC
(
functor
,
"loading"
);
this
->
model
->
applyBC
(
functor
,
"fixed"
);
if
(
this
->
is_extrinsic
)
this
->
model
->
checkCohesiveStress
();
this
->
model
->
solveStep
();
#if debug_
this
->
model
->
dump
();
this
->
model
->
dump
(
"cohesive elements"
);
#endif
}
}
void
checkInsertion
()
{
auto
nb_cohesive_element
=
this
->
mesh
->
getNbElement
(
cohesive_type
);
mesh
->
getCommunicator
().
allReduce
(
nb_cohesive_element
,
SynchronizerOperation
::
_sum
);
EXPECT_EQ
(
nb_cohesive_element
,
group_size
);
}
void
checkDissipated
(
Real
expected_density
)
{
Real
edis
=
this
->
model
->
getEnergy
(
"dissipated"
);
EXPECT_NEAR
(
this
->
surface
*
expected_density
,
edis
,
5e-1
);
}
void
testModeI
()
{
// EXPECT_NO_THROW(this->createModel());
this
->
createModel
();
SCOPED_TRACE
(
std
::
to_string
(
this
->
dim
)
+
"D - "
+
aka
::
to_string
(
type_1
)
+
":"
+
aka
::
to_string
(
type_2
));
auto
&
mat_co
=
this
->
model
->
getMaterial
(
"insertion"
);
Real
sigma_c
=
mat_co
.
get
(
"sigma_c"
);
auto
&
mat_el
=
this
->
model
->
getMaterial
(
"body"
);
Real
E
=
mat_el
.
get
(
"E"
);
Real
nu
=
mat_el
.
get
(
"nu"
);
Matrix
<
Real
>
strain
;
if
(
dim
==
1
)
{
strain
=
{{
1.
}};
}
else
if
(
dim
==
2
)
{
strain
=
{{
-
nu
,
0.
},
{
0.
,
1.
-
nu
}};
strain
*=
(
1.
+
nu
);
}
else
if
(
dim
==
3
)
{
strain
=
{{
-
nu
,
0.
,
0.
},
{
0.
,
1.
,
0.
},
{
0.
,
0.
,
-
nu
}};
}
strain
*=
sigma_c
/
E
;
this
->
setInitialCondition
((
1
-
1e-5
)
*
strain
);
this
->
steps
(
1e-2
*
strain
);
}
void
testModeII
()
{
Vector
<
Real
>
direction
(
this
->
dim
,
0.
);
direction
(
_x
)
=
1.
;
SCOPED_TRACE
(
std
::
to_string
(
this
->
dim
)
+
"D - "
+
aka
::
to_string
(
type_1
)
+
":"
+
aka
::
to_string
(
type_2
));
EXPECT_NO_THROW
(
this
->
createModel
());
if
(
this
->
dim
>
1
)
this
->
model
->
applyBC
(
BC
::
Dirichlet
::
FlagOnly
(
_y
),
"sides"
);
if
(
this
->
dim
>
2
)
this
->
model
->
applyBC
(
BC
::
Dirichlet
::
FlagOnly
(
_z
),
"sides"
);
auto
&
mat_co
=
this
->
model
->
getMaterial
(
"insertion"
);
Real
sigma_c
=
mat_co
.
get
(
"sigma_c"
);
Real
beta
=
mat_co
.
get
(
"beta"
);
// Real G_c = mat_co.get("G_c");
auto
&
mat_el
=
this
->
model
->
getMaterial
(
"body"
);
Real
E
=
mat_el
.
get
(
"E"
);
Real
nu
=
mat_el
.
get
(
"nu"
);
Matrix
<
Real
>
strain
;
if
(
dim
==
1
)
{
strain
=
{{
1.
}};
}
else
if
(
dim
==
2
)
{
strain
=
{{
0.
,
1.
},
{
0.
,
0.
}};
strain
*=
(
1.
+
nu
);
}
else
if
(
dim
==
3
)
{
strain
=
{{
0.
,
1.
,
0.
},
{
0.
,
0.
,
0.
},
{
0.
,
0.
,
0.
}};
strain
*=
(
1.
+
nu
);
}
strain
*=
2
*
beta
*
beta
*
sigma_c
/
E
;
//nb_steps *= 5;
this
->
setInitialCondition
((
1.
-
1e-5
)
*
strain
);
this
->
steps
(
0.005
*
strain
);
}
protected
:
std
::
unique_ptr
<
Mesh
>
mesh
;
std
::
unique_ptr
<
SolidMechanicsModelCohesive
>
model
;
std
::
string
mesh_name
{
aka
::
to_string
(
cohesive_type
)
+
aka
::
to_string
(
type_1
)
+
(
type_1
==
type_2
?
""
:
aka
::
to_string
(
type_2
))
+
".msh"
};
bool
is_extrinsic
;
AnalysisMethod
analysis_method
;
Real
surface
{
0
};
UInt
nb_steps
{
1000
};
UInt
group_size
{
10000
};
};
/* -------------------------------------------------------------------------- */
template
<
typename
param_
>
constexpr
ElementType
TestSMMCFixture
<
param_
>::
cohesive_type
;
template
<
typename
param_
>
constexpr
ElementType
TestSMMCFixture
<
param_
>::
type_1
;
template
<
typename
param_
>
constexpr
ElementType
TestSMMCFixture
<
param_
>::
type_2
;
template
<
typename
param_
>
constexpr
size_t
TestSMMCFixture
<
param_
>::
dim
;
/* -------------------------------------------------------------------------- */
using
IsExtrinsicTypes
=
std
::
tuple
<
std
::
true_type
,
std
::
false_type
>
;
using
AnalysisMethodTypes
=
std
::
tuple
<
analysis_method_t
<
_explicit_lumped_mass
>>
;
using
coh_types
=
gtest_list_t
<
std
::
tuple
<
std
::
tuple
<
element_type_t
<
_cohesive_1d_2
>
,
element_type_t
<
_segment_2
>
,
element_type_t
<
_segment_2
>>
,
std
::
tuple
<
element_type_t
<
_cohesive_2d_4
>
,
element_type_t
<
_triangle_3
>
,
element_type_t
<
_triangle_3
>>
,
std
::
tuple
<
element_type_t
<
_cohesive_2d_4
>
,
element_type_t
<
_quadrangle_4
>
,
element_type_t
<
_quadrangle_4
>>
,
std
::
tuple
<
element_type_t
<
_cohesive_2d_4
>
,
element_type_t
<
_triangle_3
>
,
element_type_t
<
_quadrangle_4
>>
,
std
::
tuple
<
element_type_t
<
_cohesive_2d_6
>
,
element_type_t
<
_triangle_6
>
,
element_type_t
<
_triangle_6
>>
,
std
::
tuple
<
element_type_t
<
_cohesive_2d_6
>
,
element_type_t
<
_quadrangle_8
>
,
element_type_t
<
_quadrangle_8
>>
,
std
::
tuple
<
element_type_t
<
_cohesive_2d_6
>
,
element_type_t
<
_triangle_6
>
,
element_type_t
<
_quadrangle_8
>>
,
std
::
tuple
<
element_type_t
<
_cohesive_3d_6
>
,
element_type_t
<
_tetrahedron_4
>
,
element_type_t
<
_tetrahedron_4
>>
,
std
::
tuple
<
element_type_t
<
_cohesive_3d_12
>
,
element_type_t
<
_tetrahedron_10
>
,
element_type_t
<
_tetrahedron_10
>>
/*,
std::tuple<element_type_t<_cohesive_3d_8>, element_type_t<_hexahedron_8>,
element_type_t<_hexahedron_8>>,
std::tuple<element_type_t<_cohesive_3d_16>, element_type_t<_hexahedron_20>,
element_type_t<_hexahedron_20>>*/
>>
;
TYPED_TEST_CASE
(
TestSMMCFixture
,
coh_types
);
#endif
/* __AKANTU_TEST_COHESIVE_FIXTURE_HH__ */
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