Issue 45
O. Reut et alii, Frattura ed Integrità Strutturale, 45 (2018) 183-190; DOI: 10.3221/IGF-ESIS.45.16
1
( , ) r
r L r
( , )
( , )
n u r
n
c
n
2
2
1
1
( , ) ) ) r
( , )
( ( , ) ( r r r
( , ) r
n v r
in
sin
n
n
n
2
1
1 ( sin ) (
( , ) ) ) r
( , ) ( r r
( , )
( , ) r
n w r
in r
(14)
n
n
n
2
1
1
2
( , ) 2 ( r
*
( , ) r
( , )
( , ) )),
G q
r
n v r
n u r
(
n
n
1 r u r
1
( , ) r
( , ) )
( , ) ),
( ( G r r v r
rn
n
n
( , ) r
( , )
( , )
cos in ec v r
( , ) )
r
( G w r
ctgw w r
n
n
n
n
( , ) n v r
( , ) n r
In the formulae (14) the jump
should be excluded. The volume expansion’s transformation
is
2
q r
( , )
( , ) r
expressed through the displacements transformations to realize it. It is proved that the equality
is true
n
n
( , ) n v r
is derived
also. As a result, the jump
n v r
1 2 r r u r (
2
1
( , )
( , ) r rq
( , ) )
ctg v r
( , )
( , )
in
n w r
sin
n
n
n
Hence, from the formula for the normal stress jump (14), the jump of the scalar wave potential is expressed only through the given jumps of the stress and displacements
1 G r
1
1
1
0
( , ) (2 ) r
( , )
r ctg v r
( , )
( , ) )
( sin )
( , )
( r r u r
in r
n w r
n
n
n
n
( , ) n r
The formula is constructed for the jump
where it is expressed through the jumps of the displacements and
1
stress only
1 G r
1
( , )
( , ) 2 (sin ) r in
( , ) 2
ctg w r
( , )
L r
n v r
. (15)
c
n
n
n
1
2
As it seen this formula is the differential equation with regard of unknown jump 1 ( , ) n r
. To solve this equation a
x r q
was done for Eqn. (15) and integral transformation (6) was applied to both part of the equation.
change of variable
The unknown jump was written in the transformation’ domain
( , )
0
0
( , )
n w r
n
1
s
1 Gs
( )
( ) K d
ctg
( ) K d
2
n
i
i
1
1 4
2
(16)
0
( , )
n v r
1
2 (sin ) in
( ) K d
i
The inverse integral Kantorovich-Lebedev transformation is applied to the obtained expression (16), and final solution is derived in the form
188
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