PSI - Issue 37

Nataliya Elenskaya et al. / Procedia Structural Integrity 37 (2022) 692–697 Nataliya Elenskaya / Structural Integrity Procedia 00 (2019) 000 – 000

695

4

a)

b)

( ) 02 , , G x y z  during а) compression load, with the total compression of the model is

Fig. 3 Maximal principal strain fields for the structure

0,35 mm; b) shear load, with the displacement of the upper face of the structure was 0,35 mm

a)

b)

( ) 03 , , G x y z  during а) compression load, with the total compression of the model is

Fig. 4 Maximal principal strain fields for the structure

0,22 mm; b) shear load, with the displacement of the upper face of the structure was 0,27 mm