PSI - Issue 57

Wilmer Velilla-Díaz et al. / Procedia Structural Integrity 57 (2024) 461–468

465

Velilla-D´ıaz & Zambrano / Structural Integrity Procedia 00 (2023) 000–000

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Fig. 4. Stress vs strain response vs number of cycles for (a) 5° Tilt GB; (b) 10° Tilt GB; (c) 20° Tilt GB; and (d) 30° Tilt GB angle; (e) 5° Twist GB; (f) 10° Twist GB; (g) 20° Twist GB; (h) 30° Twist GB.