Civil Engineering Reference
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where
U(P
i
,
[
)
and
T(P
i
,
[
)
are the fundamental solutions at
Q(
[
)
for a source at point
P
i
,
J(
[
)
is the
Jacobian
and
N
n
(
[
)
are linear or quadratic shape functions.
When point
P
i
is not one of the element nodes, both integrals can be evaluated by
Gauss Quadrature and the integrals in equation (6.33) can be replaced by two sums
M
¦
e
ni
'
T
|
N
[
T
P
,
[
J
[
W
n
m
i
m
m
m
(6.34)
m
1
M
¦
m
e
ni
'
U
|
N
[
U
P
,
[
J
[
W
n
m
i
m
m
m
1
where the number of integration points
M
is determined as a function of the proximity of
P
i
to the integration region as explained previously. If
P
i
is close to the integration region
a subdivision will be necessary.
R
P
i
L
2
[
3
1
Figure 6.8
One dimensional element, integration where
P
i
is not one of the element nodes
When
P
i
is one of the element nodes, functions
U
and
T
tend to infinity within the
integration region. Consider the two cases in Figure 6.9:
(a)
P
i
is located at point 1 and
n
in the equation (6.33) is 2:
This means that although Kernels
T
and
U
tend to infinity as point 1 is approached,
the shape function tends to zero, so the integral of product
N
n
(
[
)U(P
i
[
)
and
N
n
(
[
)T(P
i
[
)
tend to a finite value. Thus, for the case where
P
i
is not at node
n
of the
element, the integral can be evaluated with the formulae (6.34) without any
problems.
(b)
P
i
is located at point 2 and
n
in the equation (6.33) is 2:
In this case, Kernels
T
and
U
tend to infinity and the shape function to unity and
products
N
n
(
[
)U(P
i
[
)
and
N
n
(
[
)T(P
i
[
)
also tend to infinity. Since Kernel
U
has a
singularity of order
ln(1/r),
the first product cannot be integrated using Gauss
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