stability;
Galerkin method;
point collocation method;
time domain BEM;
scalar wave;
time-stepping;
D O I:
10.1016/S0045-7949(99)00025-5
中图分类号:
TP39 [计算机的应用];
学科分类号:
081203 ;
0835 ;
摘要:
The Galerkin method for time domain boundary element analysis is presented in this paper and used for the first time as an alternative procedure to improve the stability of BEM formulations applied to the scalar wave equation. The paper includes a short review of the classical time-stepping BEM formulation and the modifications required to implement a Galerkin approach. No mathematical proof is given here, concerning the stability improvement of the Galerkin formulation over the point collocation method. However, strong numerical evidence of such stability improvement is provided by the second example of this paper where the Galerkin approach has shown to be stable for rather small time steps. (C) 2000 Published by Elsevier Science Ltd. All rights reserved.
机构:
Univ Fed Rio de Janeiro, Dept Civil Engn, COPPE, BR-21945970 Rio De Janeiro, Brazil
Univ Fed Juiz de Fora, Dept Struct Engn, BR-36036330 Juiz De Fora, MG, BrazilUniv Fed Rio de Janeiro, Dept Civil Engn, COPPE, BR-21945970 Rio De Janeiro, Brazil
Soares, D., Jr.
Mansur, W. J.
论文数: 0引用数: 0
h-index: 0
机构:
Univ Fed Rio de Janeiro, Dept Civil Engn, COPPE, BR-21945970 Rio De Janeiro, BrazilUniv Fed Rio de Janeiro, Dept Civil Engn, COPPE, BR-21945970 Rio De Janeiro, Brazil