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 i )x ,k, 1
r ji a(ψ s 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 i , and so ψ 1
= i ψ 1
(z i 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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