Research Article
A Stochastic Wavelet Finite Element Method for 1D and 2D Structures Analysis
Table 4
Comparison of center deflection of the clamp supported Mindlin plate under uniform load (stochastic analysis).
| | Mesh method (DOFs) | Center deflection [m] | Time consumption [s] |
| | 100 traditional FEM (363) | 8.0250 | 6.766000 | | 400 traditional FEM (1323) | 8.0506 | 90.562000 | | 900 traditional FEM (2883) | 8.0553 | 824.875000 | | 1 BSWI FEM (363) | 8.0592 | 4.015000 | | Sample exact solution | 8.0590 | — |
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