PSI - Issue 3
Nataly Vaysfeld et al. / Procedia Structural Integrity 3 (2017) 526–544 Author name / Structural Integrity Procedia 00 (2017) 000–000
532
7
I
1 k 4
1
k
are the regular kernels,
cos . k i
f
R p
k
i
k
2 I All integrals in system (17) should be integrated by parts with regard to a crack’s closeness condition 0, j j j j then all equations of this system should be integrated with regard to variable . One must
2 t
,
2
,
t where K x is full elliptical integral of 1-st order (obtaining this formula
0 00 W t
use that
K
t
is shown at App. A). After these transformations the system (17) takes the form 1 2 2 , , , j i N i ij ij j i i i j t t K dt S t R t t dt f C t t
(18)
, 1, i
N
i
i
j
k k
H p
I
d
t
t
0
1
where
,
4
cos , k i
G t
f
i
i
i
k
dt
I
2
k
1
k
0 0
x
x
x
,
J x J t x sh
ij
1
1
sech ,
,
S t
sh
dx i j
0
0
i
j
i
j
x
x x
,
J x J t x sh
ii
1 2 sech
1 , dx
S t
th
0
0
i
0 k I
K
1 k
0 k k I
,
2
ij
4 cos
cos k i k j
,
R t
t
I
2
k
i C are the unknown constants. The transition to the new variables was done in the obtained system of integral equations 1 1 1 exp , exp , 2 ln , i i i i i i i t It reduces the interval of integration ; i i to the interval
1;1 . After the transition the resulting system of
the integral equations will be following: 1 sech sech K d
1
N
, M L
, d g
i i C h
i
ij
ij
j
i
2
2
i
i
1
j
1
1
(19)
1 1, 1, i N
1
1
where
exp
exp
,
i
i
i
i
2
i
i
1 1 2 2
1
1
, i i j
exp
exp
, exp
,
M
S
i
ij
ij
j
j
i
j
i
j
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