Issue 78

V. Pisarev et alii, Fracture and Structural Integrity, 78 (2026) 96-117; DOI: 10.3221/IGF-ESIS.78.06

u N  

v N  

12.0

13.5

(a)

(b)

( с ) v N   Figure 10: Specimen Sp_75-Back. Interference fringe patterns recorded in terms of in-plane displacement component u (a, c) and v (b, d) for point P1B on the drill entrance side B (Back side) (a, b) and for point P1A on the drill exit side A (Impact side). ?? u N   (d) ??

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