PSI - Issue 37

Zbigniew Marciniak et al. / Procedia Structural Integrity 37 (2022) 606–613 Author name / Structural Integrity Procedia 00 (2019) 000 – 000

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Fig. 3. Diagram of the dependence of the number cycles to failure as a function of the bending moment.

Fig. 4. Stress distribution according to the Huber-Mises-Hencky hypothesis: (a) 45  and (b) 60  for bending moment 19.3 N  m, (c) 90  for bending moment 11.6 N  m.