Convergence and stabilization of stress-point integration in mesh-free and particle methods

被引:48
作者
Fries, Thomas-Peter [1 ]
Belytschko, Ted [1 ]
机构
[1] Northwestern Univ, Dept Mech Engn, Evanston, IL 60208 USA
关键词
moving least squares; integration; mesh-free method; meshless method; particle method; convergence;
D O I
10.1002/nme.2198
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
Stress-point integration provides significant reductions in the computational effort of mesh-free Galerkin methods by using fewer integration points, and thus facilitates the use of mesh-free methods in applications where full integration would be prohibitively expensive. The influence of stress-point integration on the convergence and stability properties of mesh-free methods is studied. It is shown by numerical examples that for regular nodal arrangements, good rates of convergence can be achieved. For non-uniform nodal arrangements, stress-point integration is associated with a mild instability which is manifested by small oscillations. Addition of stabilization improves the rates of convergence significantly. The stability properties are investigated by an eigenvalue study of the Laplace operator. It is found that the eigenvalues of the stress-point quadrature models are between those of full integration and nodal integration. Stabilized stress-point integration is proposed in order to improve convergence and stability properties. Copyright (c) 2007 John Wiley & Sons, Ltd.
引用
收藏
页码:1067 / 1087
页数:21
相关论文
共 41 条
[1]   Local maximum-entropy approximation schemes:: a seamless bridge between finite elements and meshfree methods [J].
Arroyo, M ;
Ortiz, M .
INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, 2006, 65 (13) :2167-2202
[2]   Developing new enrichment functions for crack simulation in orthotropic media by the extended finite element method [J].
Asadpoure, A. ;
Mohammadi, S. .
INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, 2007, 69 (10) :2150-2172
[3]   Development of a genetic algorithm-based lookup table approach for efficient numerical integration in the method of finite spheres with application to the solution of thin beam and plate problems [J].
BaniHani, Suleiman ;
De, Suvranu .
INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, 2006, 67 (12) :1700-1729
[4]   Nodal integration of the element-free Galerkin method [J].
Beissel, S ;
Belytschko, T .
COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 1996, 139 (1-4) :49-74
[5]  
Belytschko T, 2000, INT J NUMER METH ENG, V48, P1359, DOI 10.1002/1097-0207(20000730)48:9<1359::AID-NME829>3.0.CO
[6]  
2-U
[7]  
Belytschko T, 1998, INT J NUMER METH ENG, V43, P785, DOI 10.1002/(SICI)1097-0207(19981115)43:5<785::AID-NME420>3.0.CO
[8]  
2-9
[9]   Stability analysis of particle methods with corrected derivatives [J].
Belytschko, T ;
Xiao, SP .
COMPUTERS & MATHEMATICS WITH APPLICATIONS, 2002, 43 (3-5) :329-350
[10]   ELEMENT-FREE GALERKIN METHODS [J].
BELYTSCHKO, T ;
LU, YY ;
GU, L .
INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, 1994, 37 (02) :229-256