PSI - Issue 65

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

74

B

: 55( ' / ( 8 & 0 2 & %& 2 ) 3

G = ) 2 3 & 2 0 2 ) +

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