Research Article
A New Sinusoidal Shear Deformation Theory for Static Bending Analysis of Functionally Graded Plates Resting on Winkler–Pasternak Foundations
Figure 4
The variation of the deflection and stresses as the functions of side-to-thickness ratio without elastic foundation ( = 0, Ks = 0).
| (a) |
| (b) |
| (c) |
| (d) |