PSI - Issue 65

E.S. Razumovskii et al. / Procedia Structural Integrity 65 (2024) 191–199 !"! # $ %! ! " $ & " ' ( )* * + ,

197 6

; & & ) 2 & 2 2 2 ) 2 2 & 22 2 & - - ) ; ) & 2 ) 2 & 2 / " 2 22 O & 2 & & ( & > 2 2 & = / 0 / ) & 2 / '2 2 2 & & ( & 2 2 & & ) "( I "D6 / & 2 & > ' 2 & & ) 2 2 ( & > / ! O & 2 /( ) > ) & ; ! ( & & & 2 & ) 2 & & = & 2 & 2 2

; & ) Q. & @( 2 22 = & " ( ) 2 22 = & "

O & 2 & & ( & / ! & / ( & ) & 2 & ) 2 & 2 & & K "(6H ( & - > "( ( ! ! # & ' & ( & > ) ) @ O& & & ) ( & 22 2 & & & 2 2 2 %& 2 & ; ! 2 "(6H 2 2 "D6# / %& ) @ & 2 & 2 ) 2 & & > & 2 ) 2 "H / K "( ) "#I %& & 2 2 & & @ %& > & & & /( & & & "(6 %& 2 & > ) > "D / 4 5 @ = ( ( & 2 & > ) & ( 6I & & > " %& & & 2 2 2 & 2 - - ( @ & 2 %& ) ) ' ( G 2 ) & - - 2 & & & & ( & & 2 & 5 & ) 2 3 ) & ) 2 & & ( @ & > 2 & 0 & & & 2 & - >( & 2 & & %& 2 2 2 & >