PSI - Issue 65

Anvar Chanyshev et al. / Procedia Structural Integrity 65 (2024) 66–74 " " ' ( ) ** +,*, - ***.***

73

D

%& 2 F ( ) & & 2 F 2 ) " " ( ( ( ; & ) 5 ( 22 & & 2 & F 5 %& & F 2 2 & 0 ; & 2 0 2 2 & ( & & & 5 & & 2 & 2 ( =

; 0 2 & 2 & 0 & 2 2 & = %& 2 & & & 2 & 0 & ( & & & & 2 & = ; ) ) 3 ( & 2 ) 2 2 & = "( ( !( " ( 8 & & & 2 & = ( & 5 % ) ( ; & & ( & & & & & ) ) & & 2 & 2 & = ' & ( & 2 & 2 & 2 & = %& & & & & 2 ) ( & & ) 2 * H H & "B#B % ) & ( & & &( & ( ) & & & & & & 2 2 & = %& & ) 2 & ) 2 & = ) & & ) & & 2 = 2 & < ) 5 & = & & ) & & & ) 2 2 & = ) ) & ( & ) ) & & & &

%& = ) & 4 & @ / " 6 D

' @ ( 3 % ( "BD ) 2 *F ) 2 + ) 4 = 3 & ( ' 1 / = ( 6 ' ( , ( = ( 8 : ( " 8 & & = < ) 5 3 & * ) %& 3 & 2 #( "! "!B