PSI - Issue 38

6

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

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

225

(a) RVE57 SYM M1, ε 1 = 0 . 01

(b) RVE57 RMG 2, ε 1 = 0 . 01

(c) RVE57 SYM M1, ε 2 = 0 . 01

(d) RVE57 RMG 2, ε 2 = 0 . 01

(e) RVE57 SYM M1, ε 3 = 0 . 01

(f) RVE57 RMG 2, ε 3 = 0 . 01

Fig. 4. Comparison of virtual tensile tests in x-, y- und z-directions between the larger symmetric RVE57 SYM M1 and the Random Microstructure Generator RVE57 RMG 2.

(a), (b): Load step 1: virtual tensile test in x-direction (c), (d): Load step 2: virtual tensile test in y-direction (e), (f): Load step 3: virtual tensile test in z-direction