Civil Engineering Reference
In-Depth Information
Fig. 51.
Decomposition of a nodal basis function on the coarse grid (top) in
terms of nodal basis functions on the fine grid (bottom)
−
a(u
,k,
1
,w)
. In particular,
d
=
0if
u
,k,
1
is a solution at level
. As in the derivation of (II.4.4), we successively insert
w
=
ψ
−
1
Here
d
is defined by
(d, w)
0
:
=
(f, w)
0
for
j
=
1
,
2
,...,N
−
1
, and immediately take into account (1.10):
j
r
ji
a(u
,k,
1
+
v, ψ
i
)
=
r
ji
(f, ψ
i
)
0
,j
=
1
,
2
,...N
−
1
.
i
i
=
t
x
,k,
1
ψ
t
.Nextweset
v
=
s
y
−
1
We recall that
u
,k,
1
ψ
−
1
, and return to
t
s
s
the basis of
S
:
r
ji
(f, ψ
i
)
0
−
,
a(ψ
t
,ψ
i
)x
,k,
1
r
ji
a(ψ
s
,ψ
i
)r
st
y
−
1
=
t
t
t
t
i,s
i
j
=
1
,
2
,...,N
−
1
.
(
1
.
11
)
The expression in the square brackets is just the
i
-th component of the residue
d
defined in (1.9). Thus, (1.11) is the componentwise version of the equation
rA
r
t
y
−
1
=
rd
, and (1.9) follows with
p
=
r
t
.
For completeness we note that the vector representation of the approximate
solution after the coarse-grid correction (1.8) is
x
,k,
2
=
x
,k,
1
+
py
−
1
.
(
1
.
12
)
In practice we usually compute the prolongation and restriction matrices via
interpolation. Let
{
ψ
i
}
be a nodal basis for
S
. Then we have
N
points
z
t
with
ψ
i
(z
t
)
=
δ
it
, t
=
1
,
2
,...,N
.
For every
v
∈
S
,
v
=
i
v(z
i
)ψ
i
, and so
ψ
−
1
=
i
ψ
−
1
(z
i
)ψ
i
for the basis
j
j
functions of
S
−
1
. Comparing coefficients with (1.10), we get
r
ji
=
ψ
−
1
(z
i
).
(
1
.
13
)
j
This is a convenient description of the restriction matrix.
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