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podlesny
dune-tectonic
Commits
0e84ee3b
Commit
0e84ee3b
authored
12 years ago
by
Elias Pipping
Committed by
Elias Pipping
12 years ago
Browse files
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Plain Diff
Implement Newmark scheme
parent
905dafa9
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Changes
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4 changed files
src/enum_scheme.cc
+3
-0
3 additions, 0 deletions
src/enum_scheme.cc
src/enums.hh
+2
-1
2 additions, 1 deletion
src/enums.hh
src/one-body-sample.cc
+55
-0
55 additions, 0 deletions
src/one-body-sample.cc
src/timestepping.cc
+60
-0
60 additions, 0 deletions
src/timestepping.cc
with
120 additions
and
1 deletion
src/enum_scheme.cc
+
3
−
0
View file @
0e84ee3b
...
...
@@ -8,6 +8,9 @@ template <> struct StringToEnum<Config::scheme> {
if
(
s
==
"implicitEuler"
)
return
Config
::
ImplicitEuler
;
if
(
s
==
"newmark"
)
return
Config
::
Newmark
;
DUNE_THROW
(
Dune
::
Exception
,
"failed to parse enum"
);
}
};
This diff is collapsed.
Click to expand it.
src/enums.hh
+
2
−
1
View file @
0e84ee3b
...
...
@@ -12,7 +12,8 @@ struct Config {
};
enum
scheme
{
ImplicitTwoStep
,
ImplicitEuler
ImplicitEuler
,
Newmark
};
};
#endif
This diff is collapsed.
Click to expand it.
src/one-body-sample.cc
+
55
−
0
View file @
0e84ee3b
...
...
@@ -47,6 +47,7 @@
#include
<dune/istl/bvector.hh>
#include
<dune/fufem/assemblers/functionalassembler.hh>
#include
<dune/fufem/assemblers/localassemblers/massassembler.hh>
#include
<dune/fufem/assemblers/localassemblers/stvenantkirchhoffassembler.hh>
#include
<dune/fufem/assemblers/localassemblers/vonmisesstressassembler.hh>
#include
<dune/fufem/assemblers/operatorassembler.hh>
...
...
@@ -165,6 +166,40 @@ int main(int argc, char *argv[]) {
P0Basis
const
p0Basis
(
leafView
);
P1Basis
const
p1Basis
(
leafView
);
MassAssembler
<
GridType
,
P1Basis
::
LocalFiniteElement
,
P1Basis
::
LocalFiniteElement
>
const
localMass
;
MatrixType
massMatrix
;
{
timer
.
reset
();
OperatorAssembler
<
P1Basis
,
P1Basis
>
(
p1Basis
,
p1Basis
)
.
assemble
(
localMass
,
massMatrix
);
// We have volume*gravity*density/area = normalstress (V*g*rho/A =
// sigma_n)
double
volume
=
1.0
;
for
(
int
i
=
0
;
i
<
dim
;
++
i
)
volume
*=
(
upperRight
[
i
]
-
lowerLeft
[
i
]);
double
area
=
1.0
;
for
(
int
i
=
0
;
i
<
dim
;
++
i
)
if
(
i
!=
1
)
area
*=
(
upperRight
[
i
]
-
lowerLeft
[
i
]);
double
const
gravity
=
9.81
;
double
const
normalStress
=
parset
.
get
<
double
>
(
"boundary.friction.normalstress"
);
// rho = sigma * A / V / g
// kg/m^d = N/m^(d-1) * m^(d-1) / m^d / (N/kg)
double
const
density
=
normalStress
*
area
/
volume
/
gravity
;
massMatrix
*=
density
;
if
(
parset
.
get
<
bool
>
(
"enable_timer"
))
std
::
cout
<<
"Assembled mass matrix in "
<<
timer
.
elapsed
()
<<
"s"
<<
std
::
endl
;
}
// Assemble elastic force on the body
StVenantKirchhoffAssembler
<
GridType
,
P1Basis
::
LocalFiniteElement
,
P1Basis
::
LocalFiniteElement
>
const
...
...
@@ -200,6 +235,13 @@ int main(int argc, char *argv[]) {
VectorType
ud
(
finestSize
);
ud
=
0.0
;
VectorType
ud_old
(
finestSize
);
ud_old
=
0.0
;
VectorType
udd
(
finestSize
);
udd
=
0.0
;
VectorType
udd_old
(
finestSize
);
udd_old
=
0.0
;
SingletonVectorType
alpha_old
(
finestSize
);
alpha_old
=
parset
.
get
<
double
>
(
"boundary.friction.state.initial"
);
...
...
@@ -280,6 +322,12 @@ int main(int argc, char *argv[]) {
ell
,
stiffnessMatrix
,
u_old
,
u_old_old_ptr
,
ignoreNodes
,
dirichletFunction
,
time
,
tau
);
break
;
case
Config
::
Newmark
:
timeSteppingScheme
=
Dune
::
make_shared
<
Newmark
<
VectorType
,
MatrixType
,
decltype
(
dirichletFunction
),
dim
>>
(
ell
,
stiffnessMatrix
,
massMatrix
,
u_old
,
ud_old
,
udd_old
,
ignoreNodes
,
dirichletFunction
,
time
,
tau
);
break
;
}
}
timeSteppingScheme
->
setup
(
problem_rhs
,
problem_iterate
,
problem_A
);
...
...
@@ -307,6 +355,11 @@ int main(int argc, char *argv[]) {
timeSteppingScheme
->
extractSolution
(
problem_iterate
,
u
);
timeSteppingScheme
->
extractVelocity
(
problem_iterate
,
ud
);
udd
=
0
;
Arithmetic
::
addProduct
(
udd
,
2.0
/
tau
,
ud
);
Arithmetic
::
addProduct
(
udd
,
-
2.0
/
tau
,
ud_old
);
Arithmetic
::
addProduct
(
udd
,
-
1.0
,
udd_old
);
// Update the state
for
(
size_t
i
=
0
;
i
<
frictionalNodes
.
size
();
++
i
)
{
if
(
frictionalNodes
[
i
][
0
])
{
...
...
@@ -400,6 +453,8 @@ int main(int argc, char *argv[]) {
}
u_old_old
=
u_old
;
u_old
=
u
;
ud_old
=
ud
;
udd_old
=
udd
;
alpha_old
=
alpha
;
// Compute von Mises stress and write everything to a file
...
...
This diff is collapsed.
Click to expand it.
src/timestepping.cc
+
60
−
0
View file @
0e84ee3b
#include
<dune/fufem/arithmetic.hh>
template
<
class
VectorType
,
class
MatrixType
,
class
FunctionType
,
int
dim
>
class
TimeSteppingScheme
{
public:
...
...
@@ -149,3 +151,61 @@ class ImplicitTwoStep
private
:
VectorType
const
*
u_old_old_ptr
;
};
template
<
class
VectorType
,
class
MatrixType
,
class
FunctionType
,
int
dim
>
class
Newmark
:
public
TimeSteppingScheme
<
VectorType
,
MatrixType
,
FunctionType
,
dim
>
{
public:
Newmark
(
VectorType
const
&
_ell
,
MatrixType
const
&
_A
,
MatrixType
const
&
_B
,
VectorType
const
&
_u_old
,
VectorType
const
&
_ud_old
,
VectorType
const
&
_udd_old
,
Dune
::
BitSetVector
<
dim
>
const
&
_dirichletNodes
,
FunctionType
const
&
_dirichletFunction
,
double
_time
,
double
_tau
)
:
TimeSteppingScheme
<
VectorType
,
MatrixType
,
FunctionType
,
dim
>
(
_ell
,
_A
,
_u_old
,
_dirichletNodes
,
_dirichletFunction
,
_time
,
_tau
),
B
(
_B
),
ud_old
(
_ud_old
),
udd_old
(
_udd_old
)
{}
void
virtual
setup
(
VectorType
&
problem_rhs
,
VectorType
&
problem_iterate
,
MatrixType
&
problem_A
)
const
{
problem_rhs
=
this
->
ell
;
/* */
B
.
usmv
(
2.0
/
this
->
tau
,
ud_old
,
problem_rhs
);
/* */
B
.
usmv
(
1.0
,
udd_old
,
problem_rhs
);
this
->
A
.
usmv
(
-
1.0
,
this
->
u_old
,
problem_rhs
);
this
->
A
.
usmv
(
-
this
->
tau
/
2.0
,
ud_old
,
problem_rhs
);
// For fixed tau, we'd only really have to do this once
problem_A
=
this
->
A
;
problem_A
*=
this
->
tau
/
2.0
;
Arithmetic
::
addProduct
(
problem_A
,
2.0
/
this
->
tau
,
B
);
// ud_old makes a good initial iterate; we could use anything, though
problem_iterate
=
ud_old
;
for
(
size_t
i
=
0
;
i
<
this
->
dirichletNodes
.
size
();
++
i
)
if
(
this
->
dirichletNodes
[
i
].
count
()
==
dim
)
{
problem_iterate
[
i
]
=
0
;
this
->
dirichletFunction
.
evaluate
(
this
->
time
,
problem_iterate
[
i
][
0
]);
}
else
if
(
this
->
dirichletNodes
[
i
][
1
])
problem_iterate
[
i
][
1
]
=
0
;
// Y direction prescribed
}
// u1 = u0 + tau/2 (du1 + du0)
void
virtual
extractSolution
(
VectorType
const
&
problem_iterate
,
VectorType
&
solution
)
const
{
solution
=
this
->
u_old
;
Arithmetic
::
addProduct
(
solution
,
this
->
tau
/
2.0
,
problem_iterate
);
// ud
Arithmetic
::
addProduct
(
solution
,
this
->
tau
/
2.0
,
ud_old
);
}
void
virtual
extractVelocity
(
VectorType
const
&
problem_iterate
,
VectorType
&
velocity
)
const
{
velocity
=
problem_iterate
;
}
private
:
MatrixType
const
&
B
;
VectorType
const
&
ud_old
;
VectorType
const
&
udd_old
;
};
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