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 6

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

0.00360.00320.00300.00280.0026
0.01090.00960.00870.01080.0112
0.90660.83180.58020.72790.7015