PSI - Issue 25

4 Panagiotis N. Lymperopoulos, Efstathios E. Theotokoglou, Ioannis A. Antoniadis / Structural Integrity Procedia 00 (2019) 000–000

P.N. Lymperopoulos et al. / Procedia Structural Integrity 25 (2020) 172–179

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Fig. 2. x-axis Convergence

Fig. 3. y-axis Convergence

From our analysis, Figures (2), (3), it is observed that by increasing the number of elements, the results for the displacements do not change.