Civil Engineering Reference
In-Depth Information
Since c comes from Friedrichs' inequality and depends only on , the saddle point
problem (5.2) is stable.
It is easy to construct suitable finite elements for a triangulation
T h . Choose
k
1, and set
k
1 ) d
={ σ h L 2 () d
X h
:
= ( M
; σ h | T P k 1 for T T h } ,
k
0 , 0
={ v h H 0 () ; v h | T P k
M h
:
= M
for T T h } .
Note that only the functions in M h are continuous. Since
M h X h ,wecan
verify the inf-sup condition in the same way as for the continuous problem.
The saddle point problem with a different pairing is more important for prac-
tical computations. It refers to the space encountered in Problem II.5.14:
={ τ L 2 () d
H( div ,) :
;
div τ L 2 () }
with the graph norm of the divergence operator,
2
0
2
0 ) 1 / 2 .
τ H( div ,) :
= ( τ
+
div τ
( 5 . 4 )
We seek (σ, u) H( div ,) × L 2 () such that
(σ, τ ) 0 , + ( div τ,u) 0 , =
0
for all τ H( div , ),
( 5 . 5 )
( div σ, v) 0 ,
=− (f, v) 0 ,
for all v L 2 ().
To apply the general theory, we set
= H( div , ),
= L 2 (),
X :
M :
a(σ, τ) :
=
(σ, τ ) 0 , ,
b(τ, v) :
=
( div τ,v) 0 , .
Clearly, the linear forms are continuous. Then since div τ =
0 for τ in the kernel
V ,wehave
2
0
2
0
2
0
2
a(τ, τ) = τ
= τ
+
div τ
= τ
H( div ,) .
This establishes the ellipticity of a on the kernel. Moreover, for given v L 2 there
exists w C 0 () with
1
2
v w 0 ,
v 0 , . Set ξ :
=
inf
{ x 1 ; x }
and
x 1
τ 1 (x) =
w(t, x 2 ,...,x n )dt,
ξ
τ i (x) =
0
for i> 1 .
Then obviously div τ = ∂τ 1 /∂x 1 = w , and the same argument as in the proof of
Friedrichs' inequality gives
τ
c
w
0 . Hence,
0
b(τ, v)
τ H( div ,)
(w, v) 0 ,
1
+ c) w 0 ,
+ c) v ,
( 1
2 ( 1
and so the inf-sup condition is satisfied.
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