PSI - Issue 38

7

Author name / Structural Integrity Procedia 00 (2021) 000±000

S. Spanke et al. / Procedia Structural Integrity 38 (2022) 220–229

226

(a) RVE57 SYM M1, ε 6 = 0 . 01

(b) RVE57 RMG 2, ε 6 = 0 . 01

(c) RVE57 SYM M1, ε 5 = 0 . 01

(d) RVE57 RMG 2, ε 5 = 0 . 01

(e) RVE57 SYM M1, ε 4 = 0 . 01

(f) RVE57 RMG 2, ε 4 = 0 . 01

Fig. 5. Comparison of virtual shear tests between the larger symmetric RVE57 SYM M1 and the Random Microstructure Generator RVE57 RMG 2.

(a), (b): Load step 4: virtual shear test in xy-direction (c), (d): Load step 5: virtual shear test in xz-direction (e), (f): Load step 6: virtual shear test in yz-direction