Civil Engineering Reference
In-Depth Information
5.4 Remark.
In the Uzawa algorithm (5.4),
u
k
+
1
and
λ
k
+
1
are independent of
u
k
.
In the iteration (5.7),
u
k
+
1
and
λ
k
+
1
are independent of
λ
k
.
The assertion about the Uzawa algorithm follows directly from the defini-
tion (5.4) of the algorithm. The other assertion is a consequence of the following
formula which is equivalent to (5.7):
u
k
+
1
λ
k
+
1
CB
t
B
−
1
f
−
(A
−
C)u
k
g
.
=
(
5
.
8
)
Bramble and Pasciak [1988] took a completely different approach. By employing a
different metric for the indefinite problem, they were able to get a preconditioning
in almost the same way as in the positive definite case.
Problems
5.5
Consider the special case
A
=
I
, and compare the condition number of
BA
−
1
B
t
with that of the squared matrix. In particular, show that the Uzawa algo-
rithm is better than the gradient method for the squared matrix.
5.6
For the case
m
n
, the restriction can be eliminated indirectly. Let
F
be an
m
×
m
matrix with
FF
t
=
BB
t
, e.g., say
F
stems from the Cholesky decompo-
sition of
BB
t
. In the special case
A
=
I
, we have the triangular decomposition:
I
BF
IB
t
−
F
t
IB
t
B
.
=
How can we construct a corresponding triangular decomposition for the matrix in
(5.2) if a decomposition
A
=
L
t
L
is known?
5.7
Show that
κ(BA
−
1
B
t
)
≤
κ(A)κ(BB
t
)
.
5.8
For the saddle point problem (5.2), the norm
·
A
is obviously the natural
norm for the
u
components. Show that the norm
·
BA
−
1
B
t
is then the natural one
for the
λ
components in the following sense: the inf-sup condition holds for the
mapping
B
t
m
n
:
R
→ R
with the constant
β
=
1.
5.9
Verify the block Cholesky decomposition for the matrix
AB
t
B
A
0
BI
A
−
1
−
BA
−
1
B
t
AB
t
0
=
0
0
0
I
appearing in the saddle point problem. What is the connection between this fac-
torization and the computation of the reduced equation (5.3)? In addition, prove
that the inverse has the following decomposition:
AB
t
B
−
1
A
−
1
,
−
A
−
1
B
t
S
−
1
BA
−
1
A
−
1
B
t
S
−
1
=
S
−
1
BA
−
1
−
S
−
1
0
where
S
=
BA
−
1
B
t
is the Schur complement.
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