Boundary element-free method (BEFM) for two-dimensional elastodynamic analysis using Laplace transform

被引:100
作者
Liew, KM
Cheng, YM
Kitipornchai, S
机构
[1] City Univ Hong Kong, Dept Bldg & Construct, Kowloon, Hong Kong, Peoples R China
[2] Nanyang Technol Univ, Sch Mech & Aerosp Engn, Singapore 639798, Singapore
[3] Shanghai Univ, Shanghai Inst Appl Math & Mech, Shanghai 200072, Peoples R China
关键词
moving least-squares approximation; improved moving least-squares approximation; weighted orthogonal function; boundary integral equation; meshless/mesh-free method; boundary element-free method; elastodynamics;
D O I
10.1002/nme.1417
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
In this paper, we present a direct meshless method of boundary integral equation (BIE), known as the boundary element-free method (BEFM), for two-dimensional (2D) elastodynamic problems that combines the BIE method for 2D elastodynamics in the Laplace-transformed domain and the improved moving least-squares (IMLS) approximation. The formulae for the BEFM for 2D elastodynamic problems are given, and the numerical procedures are also shown. The BEFM is a direct numerical method, in which the basic unknown quantities are the real solutions of the nodal variables, and the boundary conditions can be implemented directly and easily that leads to a greater computational precision. For the purpose of demonstration, some selected numerical examples are solved using the BEFM. Copyright (c) 2005 John Wiley & Sons, Ltd.
引用
收藏
页码:1610 / 1627
页数:18
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