PSI - Issue 28

Selda Oterkus et al. / Procedia Structural Integrity 28 (2020) 418–429 Author name / Structural Integrity Procedia 00 (2019) 000–000

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In the second problem case, the square plate subjected to initial uni-axial strain condition was considered as shown in Fig. 7. The square plate has a 1m edge length and thickness of 0.01 m. The elastic modulus, density and Poisson’s ratio were specified as 200 GPa, 7850 kg/m 3 and 1/3, respectively. An initial uni-axial strain condition of 0 0.001 t    in the x -direction was applied whereas the left edge is fully fixed.

(a)

(b)

Fig. 8. Variation of (a) horizontal displacement and (b) vertical displacement of the material point located at (0.255 m, 0.255 m) with time obtained by using ordinary state-based peridynamics.