Review Article

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 7

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

Maximum values kPa·m kPa·m kPa·m kPa·m kPa·m

0.00300.00300.00290.00280.0025
0.00880.00870.00980.01040.0091
0.74210.73720.48650.702740.6659