PSI - Issue 59
Hryhorii Habrusiev et al. / Procedia Structural Integrity 59 (2024) 494–501 Author name / Structural Integrity Procedia 00 (2019) 000 – 000
496
3
and at the lower boundary plane of layer ( z h )
0
3
, rz r h c
Ashh A sshh hchh
31
1
2
0
2 0 1 Bch h Bsch h hsh h J rd , 1
, z urh m Ashh A sshh hchh 1 2 1 0 Bch h Bsch h hsh h J rd . 2 1 2 1 0
(6)
1 m , s , 0 s , 1 s are constants depending on the elastic potential ( Guz’ and Rudnitskii , 2006; 1 A , 1 B , 2 A , 2 B are unknown functions that can be found from boundary conditions.
Here, 31 c , 33 c ,
Habrusiev et al, 2022),
We assume that the indenter was formed by the rotation of line
0, 0
;
r r
a
W r
1
2
, r r r r .
a
a
2
R
about the Oz axis. Here, R is the focal parameter of parabola, and ra is radius of a plane domain at the indenter footing. So we can choose f r in the form z f r u a r . Then the boundary condition (3) will take the form
2
a r
, 0
;
r r
a
a
2
R
r
,0
,0
r
(7)
r a ,
, 0
u r
u a
z
z
1
2
2
,
. r r a
a r
r r
a
a
a
2
R
3. Solving of the problem Using boundary condition (1), find from (5) the following relation between unknown functions
1 B and 2 B
0;
(8)
1 2 0 B B s
1 0 2 B s B .
1 A and 2 A
Substituting (8) into the relations (6) and using conditions (4), obtain a system of equations for
Ash h Assh h hch h Bhsh h Ashh Asshh hchh B sschh hshh 1 2 0 2 1 2 1 2 1 0 ;
(9)
.
After solving the system (9) we will have 0 1 2 2 h s sh h ch h A B sh h ;
2 sh h ch h sh h
(10)
.
A
B
2
2
Using relations (8) and (10), expressions (5) will become:
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