PSI - Issue 33
Anna Fesenko et al. / Procedia Structural Integrity 33 (2021) 509–527 Author name / Structural Integrity Procedia 00 (2019) 000 – 00
514 6
2
2
2
p
1 1 *
2
1
*
1
1
M
( )
2
2
2
M
det
p
2
1 1
*
*
1
2
2
2
2
2
2
2
2
M
det
i
p
i
p
i
p
i
p
1 1
1 1
*
*
*
*
Further, with the help of the equality (13), one can be convinced that the solution of the matrix equation (12) is
1
1
Y
( , ) H M
( )
( )
d
2
C i
where C is the closed loop covering the origin and two poles of the first multiplicity 2 2 2 1 2 * * 1 , i p i p lying in the upper half-plane. Applying the methods of contour integration, the matrix is derived using the residue theorem
(1) H i (1) H i
(1) H i (1) H i 0
2
1 1 i
(1) H i 1
(1) H i
i
1 *
2 1
2
* 1
2
1
1
1
* 1
1
1
Y
( )
2
1
2
2
2
2
p
p
*
i
1 1
(1) H i
(1) i H i 1 0
* 0
2
2
1 1
* 0
1
1
2
where
2 2 2 1 * 2 * , p
p
1 2
1
Taking real and imaginary part of the matrix ( ) Y , increasing and decreasing, when , solutions of the homogeneous matrix equation (12) are constructed
2
I
I
1 1
1
1
* 1 I
I
1 *
2 1
2
* 1
2
1
1
1
1
R
Y
( )
2 *
1
p
2
2
p
p
1
I
I
* 0
2
0
2
1
1
1
2 *
2
p I I
1 1
2
* 0
0
2 1 *
2 1 K
* 1 K
1 1
1
1
* 1 K
K
2
2
1
1
1
S
( ) 1
Y
2 *
1
p
2
2
1 * 0 K
p
p
K
2
0
2
2 * 0 1 * K
1
1
2 p K
1 1
2
0
0,1 m .
( ) m I z are Infeld functions,
( ) m K z are the Macdonald functions,
where
Matrices are singular and regular in zero. Basis matrix can be constructed in the form (Popov et al., 1999) p p Y Y ( ), ( ) R S
0 1 ( ) ( ) ( ) R S p p Ψ Y С Y С
0 1 , С С are found after satisfying the condition
( ) 0 U Ψ , so
where matrix coefficients
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