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patch_test_linear_fixture.hh
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Tue, Aug 27, 15:58
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text/x-c++
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rAKA akantu
patch_test_linear_fixture.hh
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/* -------------------------------------------------------------------------- */
#include "mesh_utils.hh"
#include "non_linear_solver.hh"
#include "solid_mechanics_model.hh"
#include "test_gtest_utils.hh"
/* -------------------------------------------------------------------------- */
#include <gtest/gtest.h>
#include <vector>
/* -------------------------------------------------------------------------- */
#ifndef __AKANTU_PATCH_TEST_LINEAR_FIXTURE_HH__
#define __AKANTU_PATCH_TEST_LINEAR_FIXTURE_HH__
//#define DEBUG_TEST
using
namespace
akantu
;
template
<
typename
tuple_
>
class
TestPatchTestLinear
:
public
::
testing
::
Test
{
public
:
static
constexpr
ElementType
type
=
std
::
tuple_element_t
<
0
,
tuple_
>::
value
;
static
constexpr
bool
plane_strain
=
std
::
tuple_element_t
<
1
,
tuple_
>::
value
;
static
constexpr
size_t
dim
=
ElementClass
<
type
>::
getSpatialDimension
();
void
SetUp
()
override
{
std
::
stringstream
element_type
;
element_type
<<
type
;
mesh
=
std
::
make_unique
<
Mesh
>
(
dim
);
mesh
->
read
(
element_type
.
str
()
+
".msh"
);
MeshUtils
::
buildFacets
(
*
mesh
);
mesh
->
createBoundaryGroupFromGeometry
();
if
(
dim
==
2
)
element_type
<<
":plane_"
<<
(
plane_strain
?
"stain"
:
"stress"
);
SCOPED_TRACE
(
element_type
.
str
().
c_str
());
model
=
std
::
make_unique
<
SolidMechanicsModel
>
(
*
mesh
);
#ifdef DEBUG_TEST
model
->
solveStep
();
model
->
addDumpField
(
"strain"
);
model
->
addDumpField
(
"stress"
);
model
->
addDumpField
(
"external_force"
);
model
->
addDumpField
(
"internal_force"
);
model
->
addDumpField
(
"velocity"
);
model
->
addDumpField
(
"acceleration"
);
model
->
addDumpField
(
"displacement"
);
model
->
dump
();
#endif
}
void
TearDown
()
override
{
model
.
reset
(
nullptr
);
mesh
.
reset
(
nullptr
);
}
void
initModel
(
const
AnalysisMethod
&
method
,
const
std
::
string
&
material_file
)
{
debug
::
setDebugLevel
(
dblError
);
getStaticParser
().
parse
(
material_file
);
this
->
model
->
initFull
(
_analysis_method
=
method
);
this
->
applyBC
();
}
void
applyBC
()
{
const
auto
&
coordinates
=
mesh
->
getNodes
();
auto
&
displacement
=
model
->
getDisplacement
();
auto
&
boundary
=
model
->
getBlockedDOFs
();
for
(
auto
&
eg
:
mesh
->
getElementGroups
())
for
(
const
auto
&
node
:
eg
.
second
->
getNodeGroup
())
{
for
(
UInt
s
=
0
;
s
<
dim
;
++
s
)
{
boundary
(
node
,
s
)
=
true
;
}
setDisplacement
(
displacement
.
begin
(
dim
)[
node
],
coordinates
.
begin
(
dim
)[
node
]);
}
}
template
<
typename
V1
,
typename
V2
>
void
setDisplacement
(
V1
&&
disp
,
V2
&&
coord
)
{
for
(
UInt
i
=
0
;
i
<
dim
;
++
i
)
{
disp
(
i
)
=
this
->
alpha
(
i
,
0
);
for
(
UInt
j
=
0
;
j
<
dim
;
++
j
)
{
disp
(
i
)
+=
this
->
alpha
(
i
,
j
+
1
)
*
coord
(
j
);
}
}
}
Matrix
<
Real
>
prescribed_strain
()
{
Matrix
<
Real
>
strain
(
dim
,
dim
);
for
(
UInt
i
=
0
;
i
<
dim
;
++
i
)
{
for
(
UInt
j
=
0
;
j
<
dim
;
++
j
)
{
strain
(
i
,
j
)
=
alpha
(
i
,
j
+
1
);
}
}
return
strain
;
}
void
checkStrains
()
{
auto
pstrain
=
prescribed_strain
();
for
(
auto
&
strain
:
make_view
(
this
->
model
->
getMaterial
(
0
).
getGradU
(
type
),
dim
,
dim
))
{
auto
diff
=
strain
-
pstrain
;
auto
strain_error
=
diff
.
template
norm
<
L_inf
>
()
/
strain
.
template
norm
<
L_inf
>
();
EXPECT_NEAR
(
0
,
strain_error
,
strain_tolerance
);
}
}
template
<
typename
pstress_func_t
>
void
checkStresses
(
pstress_func_t
&&
pstress_func
)
{
auto
pstress
=
pstress_func
(
prescribed_strain
());
for
(
auto
&
stress
:
make_view
(
this
->
model
->
getMaterial
(
0
).
getStress
(
type
),
dim
,
dim
))
{
auto
diff
=
stress
-
pstress
;
auto
stress_error
=
diff
.
template
norm
<
L_inf
>
()
/
stress
.
template
norm
<
L_inf
>
();
EXPECT_NEAR
(
0
,
stress_error
,
stress_tolerance
);
}
}
void
checkDisplacements
()
{
const
auto
&
coordinates
=
mesh
->
getNodes
();
auto
&
displacement
=
model
->
getDisplacement
();
Vector
<
Real
>
ref_disp
(
dim
);
for
(
auto
&&
tuple
:
zip
(
make_view
(
coordinates
,
dim
),
make_view
(
displacement
,
dim
)))
{
setDisplacement
(
ref_disp
,
std
::
get
<
0
>
(
tuple
));
auto
diff
=
std
::
get
<
1
>
(
tuple
)
-
ref_disp
;
auto
disp_error
=
diff
.
template
norm
<
L_inf
>
();
EXPECT_NEAR
(
0
,
disp_error
,
disp_tolerance
);
}
}
protected
:
std
::
unique_ptr
<
Mesh
>
mesh
;
std
::
unique_ptr
<
SolidMechanicsModel
>
model
;
Matrix
<
Real
>
alpha
{{
0.01
,
0.02
,
0.03
,
0.04
},
{
0.05
,
0.06
,
0.07
,
0.08
},
{
0.09
,
0.10
,
0.11
,
0.12
}};
Real
strain_tolerance
{
1e-14
};
Real
stress_tolerance
{
1e-14
};
Real
disp_tolerance
{
1e-15
};
};
template
<
typename
tuple_
>
constexpr
ElementType
TestPatchTestLinear
<
tuple_
>::
type
;
template
<
typename
tuple_
>
constexpr
bool
TestPatchTestLinear
<
tuple_
>::
plane_strain
;
template
<
typename
tuple_
>
constexpr
size_t
TestPatchTestLinear
<
tuple_
>::
dim
;
template
<
typename
T
>
struct
invalid_plan_stress
:
std
::
true_type
{};
template
<
typename
type
,
typename
bool_c
>
struct
invalid_plan_stress
<
std
::
tuple
<
type
,
bool_c
>>
:
aka
::
bool_constant
<
ElementClass
<
type
::
value
>::
getSpatialDimension
()
!=
2
and
not
bool_c
::
value
>
{};
using
true_false
=
std
::
tuple
<
aka
::
bool_constant
<
true
>
,
aka
::
bool_constant
<
false
>>
;
template
<
typename
T
>
using
valid_types
=
aka
::
negation
<
invalid_plan_stress
<
T
>>
;
using
types
=
gtest_list_t
<
tuple_filter_t
<
valid_types
,
cross_product_t
<
TestElementTypes
,
true_false
>>>
;
TYPED_TEST_CASE
(
TestPatchTestLinear
,
types
);
#endif
/* __AKANTU_PATCH_TEST_LINEAR_FIXTURE_HH__ */
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