Research Article
A New Efficient Modified First-Order Shear Model for Static Bending and Vibration Behaviors of Two-Layer Composite Plate
Table 1
Comparison of nondimensional deflection of square plates with
= 10 and
= 10000.
| Source | SSSS | CCCC | | | | |
| Ferreira [28] | 0.004271 | 0.004060 | 0.001503 | 0.001264 | Exact solution [28] | 0.004270 | 0.004060 | — | 0.001260 | Present () | 0.004290 | 0.004079 | 0.001508 | 0.001272 | Present () | 0.004300 | 0.004079 | 0.001523 | 0.001291 |
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