Issue 63

D. Okulova et alii, Frattura ed Integrità Strutturale, 63 (2023) 80-90; DOI: 10.3221/IGF-ESIS.63.08

Figure 7: Stress concentration factor, K, in the shell with n randomly distributed defects (points) and with the toroidal notch (dashed line) . Linearly elastic model.

Figure 8: Stress concentration factor, K, in the shell with n randomly distributed defects (points) and with the toroidal notch (dashed line) . Elastic-plastic model.

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