PSI - Issue 3
Nataly Vaysfeld et al. / Procedia Structural Integrity 3 (2017) 526–544 Author name / Structural Integrity Procedi 00 (2017) 000–000
542
17
1
1 0
1 0
1 2
1 2
1
1 2
1 2
1 2
1 2
2
ln 1
1
1
1
ln ln 2 1 t dt t
ln 2
1 .
d t
t
t
dt
1
Hence
1
1
1 2
1 1 3 1 1, ; ; 1 2 2 1 z F z
1 2
z z
2
z d
1
1
ln
2
ln 2
1 .
1
When
1 z x
1
1 1 3 1 1, ; ; 1 2 2 1 x F x
1 2
dt
x x
1
ln
2
ln 2
.
(32)
t x
2
1
t
1
It leads from this constructed equality that for
0 n
1 2
1
when
1 0 x , there is no singularity here too .
ln 2
0 L x
After the differentiation of constructed equality (32)
1 1 3 1 2 1 2 2 1 3 x F x 1, ; ;
1 3 5 1 2, ; ; 1 2 2 1 x F x
x x
x x
2
2
.
2
1
1
1 L x
x
x
1 2
2 x 1
L x 1
Hence, for
, when
1 0 x .
0 n
2
0 L x are bounded when
Finally we show that for all n integrals
1 0 x , and when
1 0 x . The
asymptotic formula (26) is constructed for integrals 1 L x
Appendix C. Suppose for definiteness that two cracks r -d and l -d are located in one plane the integral equations (17) only formulas for the kernel’s are changed 2 1 1 0 , , 1 2 sec . rl lr x x x S t S t J x J t x sh sh x h dx The corresponding kernels of system (18) will be changed 0 0 0 , , 1 2 sec . rl lr x x x S t S t J x J t x sh sh h dx After extraction of the weakly convergent part one gets 0 0 00 00 , , , , , , , . rr rr ll ll S t W t S t S t W t S t Summands 0 00
. r l Тhen in the system of
, W t haven’t singularities, because variables and t are changed here on the nonintersecting ; l l . For their calculation one can use formula (1.12.31.1, Prudnikov et al (1983)) ; r r and
intervals
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