A spline wavelet finite-element method in structural mechanics

被引:58
作者
Han, JG
Ren, WX [1 ]
Huang, Y
机构
[1] Cent S Univ, Dept Civil Engn, Changsha 410075, Peoples R China
[2] Hainan Univ, Dept Civil Engn, Haikou 570228, Peoples R China
[3] Xian Univ Architecture & Technol, Sch Sci, Xian 710055, Peoples R China
关键词
wavelet; spline; finite-element method; wavelet finite-element method; interpolation; structural mechanics;
D O I
10.1002/nme.1551
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
The wavelet-based methods are powerful to analyse the field problems with changes in gradients and singularities due to the excellent multi-resolution properties of wavelet functions. Wavelet-based finite elements are often constructed in the wavelet space where field displacements are expressed as a product of wavelet functions and wavelet coefficients. When a complex structural problem is analysed, the interface between different elements and boundary conditions cannot be easily treated as in the case of conventional finite-element methods (FEMs). A new wavelet-based FEM in structural mechanics is proposed in the paper by using the spline wavelets, in which the formulation is developed in a similar way of conventional displacement-based FEM. The spline wavelet functions are used as the element displacement interpolation functions and the shape functions are expressed by wavelets. The detailed formulations of typical spline wavelet elements such as plane beam element, in-plane triangular element, in-plane rectangular element, tetrahedral solid element, and hexahedral solid element are derived. The numerical examples have illustrated that the proposed spline wavelet finite-element formulation achieves a high numerical accuracy and fast convergence rate. Copyright (c) 2005 John Wiley & Sons, Ltd.
引用
收藏
页码:166 / 190
页数:25
相关论文
共 24 条
[1]   A QUADRILATERAL FINITE-ELEMENT INCLUDING VERTEX ROTATIONS FOR PLANE ELASTICITY ANALYSIS [J].
ALLMAN, DJ .
INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, 1988, 26 (03) :717-730
[2]  
[Anonymous], CBMS NSF REGIONAL C
[3]  
[Anonymous], 1992, INTRO WAVELET
[4]  
BARKER VA, 2001, INFORM MATH MODELING
[5]  
ELIAS ZM, 1986, THEORY METHODS STRUC
[6]   A multivariu-ble wavelet-based finite element method and its application to thick plates [J].
Han, JG ;
Ren, WX ;
Huang, Y .
FINITE ELEMENTS IN ANALYSIS AND DESIGN, 2005, 41 (9-10) :821-833
[7]  
Herrman L. R., 1967, J ENG MECH DIV ASCE, V93, P13
[8]  
Hu H C., 1981, VARIATIONAL PRINCIPL
[9]   BASIS FOR DERIVATION OF MATRICES FOR THE DIRECT STIFFNESS METHOD [J].
MELOSH, RJ .
AIAA JOURNAL, 1963, 1 (07) :1631-1637
[10]   DERIVATION OF ELEMENT STIFFNESS MATRICES BY ASSUMED STRESS DISTRIBUTIONS [J].
PIAN, THH .
AIAA JOURNAL, 1964, 2 (07) :1333-1336