PSI - Issue 32

7

L.V. Stepanova et al. / Procedia Structural Integrity 32 (2021) 261–272 Author name / Structural Integrity Procedia 00 (2019) 000–000

267

e M =

22 σ at 5000 (left)and 10000 (right) steps of simulation. Mixed mode loading,

0.5

.

Fig. 9. Distributions of

e M =

22 σ at 15000 (left)and 20000 (right) steps of simulation. Mixed mode loading,

0.5

Fig. 10. Distributions of

.

e M =

12 σ at 5000 (left)and 10000 (right) steps of simulation. Mixed mode loading,

0.5

Fig. 11. Distributions of