Research Article
A Stochastic Wavelet Finite Element Method for 1D and 2D Structures Analysis
Table 3
Comparison of center deflection of the clamp and simply supported Mindlin plate under uniform load.
|
Mesh method (DOFs) | Center deflection [m] | The clamp supported Mindlin plate | The simply supported Mindlin plate |
| 100 traditional FEM (363) | 7.9426 | 22.598 | 400 traditional FEM (1323) | 7.9676 | 22.637 | 900 traditional FEM (2883) | 7.9722 | 22.644 | 1 BSWI FEM (363) | 7.9761 | 22.651 | Exact solution [35] | 7.9760 | 22.649 |
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