The solution of elastostatic and elastodynamic problems with Chebyshev spectral finite elements

被引:56
作者
Dauksher, W [1 ]
Emery, AF [1 ]
机构
[1] Univ Washington, Dept Engn Mech, Seattle, WA 98195 USA
关键词
Chebyshev spectral; finite element; dispersion; elastodynamic; dynamic stress intensity;
D O I
10.1016/S0045-7825(99)00149-8
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
Chebyshev spectral finite elements are applied to the solution of elastostatic and elastodynamic problems in two dimensions. The accuracy of the spectral approach is judged by examining the dispersion of the solutions. II is shown that the spectral approach can achieve nearly zero dispersion for a wide range of spatial and temporal discretizations. Even coarse mesh solutions using the explicit lumped capacitance approach demonstrate exceptional accuracy. A brief description of the development of the Chebyshev spectral elements is included. (C) 2000 Elsevier Science S.A. All rights reserved.
引用
收藏
页码:217 / 233
页数:17
相关论文
共 43 条
[1]  
ABERSON JA, 1977, MECH FRACTURE, V4
[2]  
Aki K., 1980, Quantitative seismology: Theory and methods, V842
[3]   ACCURACY OF FINITE-DIFFERENCE MODELING OF ACOUSTIC-WAVE EQUATION [J].
ALFORD, RM ;
KELLY, KR ;
BOORE, DM .
GEOPHYSICS, 1974, 39 (06) :834-842
[4]  
[Anonymous], 1989, CHEBYSHEV FOURIER SP
[5]  
BAMBERGER A, 1986, 472 I NAT RECH INF A
[6]  
BAMBERGER A, 1980, 41 I NAT RECH INF AU
[7]  
Bathe K, 2000, FINITE ELEMENT METHO
[8]  
BELYTSCHKO T, 1978, MODERN PROBLEMS ELAS
[9]  
Canuto C., 2012, Spectral Methods: Fundamentals in Single Domains
[10]  
Chen PE, 1977, MECH FRACTURE, V4