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 [𝜇m]
	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