PSI - Issue 59
Hryhorii Habrusiev et al. / Procedia Structural Integrity 59 (2024) 494–501 Author name / Structural Integrity Procedia 00 (2019) 000 – 000
497
4
B
3
,0 r
J r d 0
0
(11)
;
33 c s s
2
0
zz
1 0 m s s
,0
B J r d ; 2 2 0
(12)
z u r
0
2 s s sh h sssh hch h h ss 0 s s
2 e e 1 2 h
4
h
0
.
4 1 h e
4
he
2
h
0
0
Satisfying condition (2) using expression (11), we will have
B
3
J r d 0
0
0,
.
33 c s s
a r
2
0
Extend the last equation over the entire interval 0 r :
B
3
J r d 0
x r a r , 0 r ,
0
(13)
33 c s s
2
0
where r is the unit Heaviside function. The unknown function x r determines the distribution of contact stresses under the indenter. Taking into account its continuity and equality to zero on the boundary of contact domain (for r a ), we can represent it as a partialsum of series:
n
N
,0 x r
, 0 r a ,
(14)
r
0 a J r a n
z
z
1
n
where n , 0 0 n J and n a are unknown coefficients. Applying the inversion formula of the Hankel integral transformation to relation (13), with regard for expression (14), we arrive at an expression 2 2 1 33 0 N n n n B a c s s , 0 0 0 n a n J r a r J r dr . 1, n N are positive roots of the Bessel function
Substituting last relation into equation (12), obtain
c s s 1 33 m s s
N
n
,0
J r d
u r
k a
,
k
0
1
0
z
n
1
1 0
n
0
Satisfying condition (7) and using last expression, we will have
N
1 0 n
J r J a d r
1 n k a
.
0
0
n
0 q rJ r a and integrating the result with respect to r from 0 to a , obtain
Multiplying last expression by
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