ELEMENT-FREE GALERKIN METHODS

被引:4704
|
作者
BELYTSCHKO, T
LU, YY
GU, L
机构
[1] Department of Civil Engineering, Robert R. McCormick School of Engineering and Applied Science, Technological Institute, Northwestern University, Evanston, Illinois
关键词
15;
D O I
10.1002/nme.1620370205
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
An element-free Galerkin method which is applicable to arbitrary shapes but requires only nodal data is applied to elasticity and heat conduction problems. In this method, moving least-squares interpolants are used to construct the trial and test functions for the variational principle (weak form); the dependent variable and its gradient are continuous in the entire domain. In contrast to an earlier formulation by Nayroles and coworkers, certain key differences are introduced in the implementation to increase its accuracy. The numerical examples in this paper show that with these modifications, the method does not exhibit any volumetric locking, the rate of convergence can exceed that of finite elements significantly and a high resolution of localized steep gradients can be achieved: The moving least-squares interpolants and the choices of the weight function are also discussed in this paper.
引用
收藏
页码:229 / 256
页数:28
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