Research Article

A Stochastic Wavelet Finite Element Method for 1D and 2D Structures Analysis

Table 1

Comparison of center deflection of clamp supported beam under uniform load.

Mesh method (DOFs)Center deflection [mm]

80 traditional FEM (162)0.14114
160 traditional FEM (322)0.15399
320 traditional FEM (642)0.15758
1 BSWI FEM (11)0.15876
Exact solution [38]0.15802