Dynamic Analysis of Functionally Graded Porous Plates Resting on Elastic Foundation Taking into Mass subjected to Moving Loads Using an Edge-Based Smoothed Finite Element Method

Figure 10

The responses of deflections, velocities, and stresses at the central point of the FGP plate versus time with the variation of the foundation stiffness : (a) deflection versus time; (b) velocity versus time; (c) stress versus time; (d) stress through thickness.

(a)

(b)

(c)

(d)