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

Table 8

Maximum deflections, velocities, and stresses at the central point of the FGP plate versus time.

Maximum values
	0.0029	0.0030	0.0030	0.0032	0.0032
	0.008	0.0087	0.0089	0.0093	0.0097
	0.7180	0.7372	0.2727	0.8129	0.7406