“…Eventually, a numerical FE model was developed also to simulate the non‐linear transient behavior of the entire structure and to evaluate buckling events (critical load, as in Reference 30 and postbuckling phenomena as in Reference 31). It was found that, in the present work, the high deformation gradients due to the buckling phenomenon could be described properly, in the Ansys environment, only setting a specific time step (i.e., 0.01 s) for a nonlinear transient analysis: this was the only numerical procedure, using the Ansys code, that guaranteed, for the case of study, convergence during the entire FE analyses.…”