Civil Engineering Reference
In-Depth Information
d
d
[
[
Right sub region: [[
1
The weakly singular part of the integral of Kernel
e
xx
'
is for example
1
2
§·
1
d
[
¦
³
e
xx
'
UCC N
[
ln
PJ
,
[
[
d
[
(12.5)
¨
©¹
1
n
i
r
d
[
r
1
1
For straight elements the radius
r
can be expressed in the following way
Ld
[
ra
[
w ea
(12.6)
2
d
[
The factor
a
is a constant and depends on
d
[[ and the element length
L
. Because
of this, Equation (12.5) can be split into two parts. The first part can be integrated by the
Quadrature of
Gauss-Laguerre
and the second one can be evaluated regularly
§
1
1
·
§·
[
[
2
1
d
§·
1
d
¦
³
e
xx
³
'
UCC
N
[
ln
J
[
d N
[
[
ln
J
[
d
[
(12.7)
¨
¸
¨¸
¨
©¹
1
n
n
[
d
[
a
d
[
©¹
©
¹
r
1
0
0
The integration limits of the second integral in equation (12.7) are from 0 to 1 and
when using normal
Gauss
Quadrature, the integral has to be transformed to the limits
1 to
1 as follows
1
1
1
d
[
1
d
[ [
d
§·
§·
³
³
N
[
ln
J
[
d
[
N
[
ln
P
,
[
J
[
d
[
(12.8)
¨¸
¨¸
n
n
i
a
d
[
a
d
[ [
d
©¹
©¹
0
1
The transformation from [ to [
is independent of the location of the collocation
point and the sub region. The transformation has the following form:
[
1
d
d
[
1
[
and
2
2
[
12.2.3
Numerical implementation
Two dimensional discontinuous elements (linear and quadratic) are implemented in the
single region program prog71_discont and in the multi region program prog111_discont.
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