PSI - Issue 3
Nataly Vaysfeld et al. / Procedia Structural Integrity 3 (2017) 526–544 Author name / Structural Integrity Procedia 00 (2017) 000–000
540
15
1 1
n
n
1
n
1 2
2 1
n x 1 2
j
j
This implies that L x
when
1 0 x
n
3
1
2
j
0
j
2 ! j
2 1 2 x 1 2
and
n when
1 0. x
1 L x
2
Let’s consider the special case when
0. n One can use the approach proposed by G. Ya. Popov in Popov (1968).
One considers the integral
1
1
1 2
L z z ln
1;1 .
2
1
1
,
d z
1
1
1 2
, given on the complex variable z along the cut segment 1;1 . It has value
2
and function g z z
1
1
z
2 i
2 i
exp
exp
on the upper branch of cut, and value
on the lower branch. On the base of Cauchy
g z
g z
C g
1
C is arbitrary closed contour, covering segment 1;1 ,
formula one can write g z
, where
d
2
i
z
C . We contract the contour to the segment
1;1 . As a result one gets
point z is situated outside contour
1
1
1 2
1
1 2
1
d
1;1 .
2
2
(29)
1
1
1
1
,
z
z
z
z
1
1 z with arbitrary point z :
Let’s integrate the equality (29) along some curve connecting point
1
z
z ds
1
1 2
1
1 2
1
1
1
2
2
(30)
1
1
1
1
.
s
s
ds
d
s
1
1 1
1 1
u u
where
is done at the left hand part of the equality
The variable change
s
u z z
z
1 1 1
1 2
1
1 2
1 3 2 2
1 1 3 1 1, ; ; 1 2 2 1 z F
z z
1
0
1
2
1
1
1
2 1, ; ;
2
,
s
s
ds u
u d u F
u
2
2
z with regard to the integral expression (9.111, Gradshtein et al (1963)) for Gauss hypergeometric function. Let’s consider the right hand part of the equality (30). With the known expression 1 ln 1 ln , z ds z s one gets
1
1
z ds
1
1 2
1
1 2
1
2
2
ln 1
1
1
1
1
.
d
d L z
1 s In the first integral on the right hand side the change of variable is provided
1
1 2 t :
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