PSI - Issue 64

Corrado Chisari et al. / Procedia Structural Integrity 64 (2024) 199–205 Author name / Structural Integrity Procedia 00 (2019) 000 – 000

204 6

e/s = 0.5 t/s = 0.15 t w /t = 0.2 t r /t = 0.5

e/s = 0.5 t/s = 0.15 t w /t = 0.2 t r /t = 1.0

e/s = 0.5 t/s = 0.15 t w /t = 0.8 t r /t = 0.5

e/s = 0.5 t/s = 0.15 t w /t = 0.8 t r /t = 1.0

e/s = 0.5 t/s = 0.2 t w /t = 0.2 t r /t = 0.5

e/s = 0.5 t/s = 0.2 t w /t = 0.2 t r /t = 1.0

e/s = 0.5 t/s = 0.2 t w /t = 0.8 t r /t = 0.5

e/s = 0.5 t/s = 0.2 t w /t = 0.8 t r /t = 1.0

e/s = 1.5 t/s = 0.15 t w /t = 0.2 t r /t = 0.5

e/s = 1.5 t/s = 0.15 t w /t = 0.2 t r /t = 1.0

e/s = 1.5 t/s = 0.15 t w /t = 0.8 t r /t = 0.5

e/s = 1.5 t/s = 0.15 t w /t = 0.8 t r /t = 1.0

e/s = 1.5 t/s = 0.2 t w /t = 0.2 t r /t = 0.5

e/s = 1.5 t/s = 0.2 t w /t = 0.2 t r /t = 1.0

e/s = 1.5 t/s = 0.2 t w /t = 0.8 t r /t = 0.5

e/s = 1.5 t/s = 0.2 t w /t = 0.8 t r /t = 1.0

Fig. 3. Distribution of damage at last step in the vaults analyzed.