PSI - Issue 8

E. Armentani et al. / Procedia Structural Integrity 8 (2018) 137–153 Author name / Structural Integr ty P o edi 00 (2017) 00 –000

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Fig. 9. (a) Displacement u x [mm]; (b) displacement u y [mm]; (c) displacement u z [mm] (always for an applied external load of 3000 N).

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Fig. 10. (a) Stress field in x -direction ( σ x ) [MPa] over the whole deformed shape of the left-side adherend; (b) side view of the stress σ x [MPa] over the whole left-side adherend; (c) particular of the overlap zone (always for an applied external load of 3000 N).