Issue 71

E.A. Chechulina et alii, Fracture and Structural Integrity, 71 (2025) 223-238; DOI: 10.3221/IGF-ESIS.71.16

( а ) ( d ) Figure 6: Fields of longitudinal ( a – 109 sec, c – 112 sec) and shear ( b – 109 sec, d – 112 sec) deformation rates, which correspond to the values of the accumulated equivalent strain ( a,b – 8.59%, c , d – 8.78%) for a specimen subjected to proportional biaxial loading. ( b ) ( c )

( а ) ( d ) Figure 7: Fields of longitudinal strain rates ( a – 214 sec, b – 216 sec, c – 218 sec, d – 220 sec), which correspond to the values of the accumulated equivalent strain ( a – 15.01%, b – 15.11%%, c – 15.22%%, d – 15.32%) for a specimen subjected to uniaxial tension. ( b ) ( c )

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