PSI - Issue 65

A.N. Mushnikov et al. / Procedia Structural Integrity 65 (2024) 163–169 & % ' % ( ' . / ' 0 ( ## 1"#" 2 ###3###

168 #

; 0 2 & 2 & & 2 R 2

%& 22 2 ) = & 2 2 22 ) & 2 & 2 ( & 2 2 & & ) " ( & & ) " @&"A/B% ( )D ) E( = / & & = 2 & 22 ) 2 & ) ( & 2 & 2 & = ( & ( & & 2 & 2 & & 2 2 & & 2 2 2 "#E( & = & & 2 & 2 %& 2 & 2 2 & 22 ) & 2 & 2 2 ) & 2 & 2 ( & & 2 ) 2

%& & R 2 & & & 2 ( * 9+ 4' 2 & ( & / " # " " ! "

' 9 ( 4 ( 3 ; ( + & ' ( 0 < ( ' >> ' ( 3 2 = & ` 2 3 3 3 ( "###" : > ( * ( "6 3 * 2 & & -& < 2 3 0 ( 4 3 & 2 ( # 6 : > ( * ( ) & ( . , ( > ( ' 3 ( a > ( 3 ( " %& 2 2 * 0 2 & 7 2 % < ; - 2 - & 3 2 8 4 ` / % ( #B A 7 ) ( 8 ( 3 5 5( a ( % ( ` ( - ( 4 ( + ( ; ( - - ( - ( ! 2 2 ) = *= ` 2 3 3 3 #A( "6 !AB @ ( ' ( ' > D ( ' ( * 2 2 1 ' & ` 2 3 3 3 #( "#AA " < ( . ( ( ( 0 ( . ( -& ( % ( ! 2 2 & 2 & ' ' "!( ! 3 ( 4 , ( "B"! 3 & > 2 @b & 2 ) a / & & : & 2 Q & 2 5 :b ( 3 & & & > & @ ( A B