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Sander, Oliver
dune-gfe
Commits
c10fcf97
Commit
c10fcf97
authored
14 years ago
by
Oliver Sander
Committed by
sander@PCPOOL.MI.FU-BERLIN.DE
14 years ago
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get rid of old method 'assemble'
[[Imported from SVN: r5941]]
parent
bcced214
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dune/gfe/localgeodesicfestiffness.hh
+0
-6
0 additions, 6 deletions
dune/gfe/localgeodesicfestiffness.hh
dune/gfe/localstiffness.hh
+0
-20
0 additions, 20 deletions
dune/gfe/localstiffness.hh
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0 additions
and
26 deletions
dune/gfe/localgeodesicfestiffness.hh
+
0
−
6
View file @
c10fcf97
...
...
@@ -359,12 +359,6 @@ public:
DUNE_THROW
(
Dune
::
NotImplemented
,
"!"
);
}
/** \todo Remove this once this methods is not in base class LocalStiffness anymore */
void
assemble
(
const
Entity
&
e
,
int
k
=
1
)
{
DUNE_THROW
(
Dune
::
NotImplemented
,
"!"
);
}
virtual
RT
energy
(
const
Entity
&
e
,
const
std
::
vector
<
TargetSpace
>&
localSolution
)
const
=
0
;
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dune/gfe/localstiffness.hh
+
0
−
20
View file @
c10fcf97
...
...
@@ -76,26 +76,6 @@ namespace Dune
{
}
//! assemble local stiffness matrix including boundary conditions for given element and order
/*! On exit the following things have been done:
- The stiffness matrix for the given entity and polynomial degree has been assembled and is
accessible with the mat() method.
- The boundary conditions have been evaluated and are accessible with the bc() method.
The boundary conditions are either neumann, process or dirichlet. Neumann indicates
that the corresponding node (assuming a nodal basis) is at the Neumann boundary, process
indicates that the node is at a process boundary (arising from the parallel decomposition of the mesh).
Process boundaries are treated as homogeneous Dirichlet conditions, i.e. the corresponding value
in the right hand side is set to 0. Finally, Dirichlet indicates that the node is at the Dirichlet
boundary.
- The right hand side has been assembled. It contains either the value of the essential boundary
condition or the assembled source term and neumann boundary condition.
It is accessible via the rhs() method.
@param[in] e a codim 0 entity reference
@param[in] k order of Lagrange basis (default is 1)
*/
virtual
void
assemble
(
const
Entity
&
e
,
int
k
=
1
)
=
0
;
/** \brief assemble local stiffness matrix including boundary conditions for given element and order
Unlike the method with only two arguments, this one additionally takes the local solution in order
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