PSI - Issue 65

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

167

) = & U R ' 2 & > & & ( & ( & 2 2 & > 2 ) 2 & & 2 R 2 2 "#E( & & = & & 2 " 2 & ) & & 2 2 ( ; " ( & 22 ) = 2 ) & 2 & Q & 2 & & 2 U R \ "#E ( > ) & & 2 & 2 & & > 5 ( & & > 2 & & & 2 2 ( & > S 4 2 2 " %& & ( ( & ) & 2 2 & 2 2 & 22 ) 2 & ) & 2 ( & & & & 2 2 & 2 ) = 2 ; !) & & 2 S = 2 & & 2 & & ( & & ) ) = & 2 & R %& 2 S = 2 & & & ( & & & = & & = &

)

; ! %& S 4 2 ] " " @&"A/B% ^ W X 22 U R F ) %& 2 & = 2 & 22 ) S = 2 ] " " @&"A/B% ^ 22 U R

; & & 2 & & R ) = ' U R _ E( & ) & 2 R 2 >75 ! >75 & ( & & 2 & & 2 & R ( & ) 8) ( & ) & 2 & & & R & & 2 & 2 " ( & & 2 ) 2 & 2 & & " @&"A/B% ' ( & 2 " U R \ E & 2 2 ) = ( & ) & & 2 R 2 ! >75( & U R ) & " E( & 2 2 R 2 >75( & & & ! E %& 2 & & 22 & > 2 & 5 & 22 2 R ( 2 R 2 >75( 2 " 5 ( ) & & " M"A/B% ( & 2 R 2 ! >75