Research Article

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

Table 2

Comparison of center deflection of clamp supported beam under uniform load (stochastic analysis).

Mesh method (DOFs)Center deflection [mm]Time consumption [s]

80 traditional FEM (162)0.146600.781000
160 traditional FEM (322)0.160665.765000
320 traditional FEM (642)0.16462154.875000
1 BSWI FEM (11)0.165930.078000
Sample exact solution 0.16368ā€”