Issue 39

V. Salajka et alii, Frattura ed Integrità Strutturale, 39 (2017) 88-99; DOI: 10.3221/IGF-ESIS.39.10

experiment ── calculation Figure 17 : Reaction force dependence on displacement.

The displacement, stress and nonlinear strain fields were monitored at all the walls. Figs. 18-21, on which the displacement, stress and strain fields for the L1 WALL in the time 17.315 s and for the S1 WALL in the time 24.215 s. Case L1 is displayed on left side on figure and case S1 is displayed on right side.

Figure 18 : Total displacement u sum

field.

Figure 19 : Stress σ xz

components field.

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