Research Article

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

Table 5

Comparison of center deflection of the simply supported Mindlin plate under uniform load (stochastic analysis).

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

100 traditional FEM (363)22.8836.821000
400 traditional FEM (1323)22.92293.610000
900 traditional FEM (2883)22.930816.320000
1 BSWI FEM (363)22.9363.986000
Sample exact solution 22.934ā€”