TY - JOUR
T1 - The construction of plane elastomechanics and Mindlin plate elements of B-spline wavelet on the interval
AU - Xiang, Jiawei
AU - Chen, Xuefeng
AU - He, Yumin
AU - He, Zhengjia
PY - 2006/10
Y1 - 2006/10
N2 - Based on two-dimensional tensor product B-spline wavelet on the interval (BSWI), a class of C0 type plate elements is constructed to solve plane elastomechanics and moderately thick plate problems. Instead of traditional polynomial interpolation, the scaling functions of two-dimensional tensor product BSWI are employed to form the shape functions and construct BSWI elements. Unlike the process of direct wavelets adding in the previous work, the elemental displacement field represented by the coefficients of wavelets expansions is transformed into edges and internal modes via the constructed transformation matrix in this paper. The method combines the versatility of the conventional finite element method (FEM) with the accuracy of B-spline functions approximation and various basis functions for structural analysis. Some numerical examples are studied to demonstrate the proposed method and the numerical results presented are in good agreement with the closed-form or traditional FEM solutions.
AB - Based on two-dimensional tensor product B-spline wavelet on the interval (BSWI), a class of C0 type plate elements is constructed to solve plane elastomechanics and moderately thick plate problems. Instead of traditional polynomial interpolation, the scaling functions of two-dimensional tensor product BSWI are employed to form the shape functions and construct BSWI elements. Unlike the process of direct wavelets adding in the previous work, the elemental displacement field represented by the coefficients of wavelets expansions is transformed into edges and internal modes via the constructed transformation matrix in this paper. The method combines the versatility of the conventional finite element method (FEM) with the accuracy of B-spline functions approximation and various basis functions for structural analysis. Some numerical examples are studied to demonstrate the proposed method and the numerical results presented are in good agreement with the closed-form or traditional FEM solutions.
KW - B-spline wavelet on the interval
KW - Mindlin plate element
KW - Plane elastomechanics element
KW - Tensor product wavelet
KW - Transformation matrix
UR - https://www.scopus.com/pages/publications/33748036752
U2 - 10.1016/j.finel.2006.06.006
DO - 10.1016/j.finel.2006.06.006
M3 - 文章
AN - SCOPUS:33748036752
SN - 0168-874X
VL - 42
SP - 1269
EP - 1280
JO - Finite Elements in Analysis and Design
JF - Finite Elements in Analysis and Design
IS - 14-15
ER -