A theoretical study on the smoothed FEM (S-FEM) models: Properties, accuracy and convergence rates

被引:134
作者
Liu, G. R. [2 ,3 ]
Nguyen-Xuan, H. [1 ,4 ]
Nguyen-Thoi, T. [1 ,4 ]
机构
[1] Natl Univ Vietnam HCM, Univ Sci, Dept Mech, Fac Math & Comp Sci, Ho Chi Minh City, Vietnam
[2] Natl Univ Singapore, Ctr Adv Computat Engn Sci ACES, Dept Mech Engn, Singapore 117576, Singapore
[3] Singapore MIT Alliance SMA, Singapore 117576, Singapore
[4] Ton Duc Thang Univ, Fac Civil Engn, Ho Chi Minh City, Vietnam
关键词
numerical methods; meshfree methods; displacement model; smoothed finite element method (S-FEM); equilibrium model; node-based smoothed finite elements (NS-FEM); edge-based smoothed finite elements (ES-FEM); FINITE-ELEMENT-METHOD; SOLID MECHANICS PROBLEMS; POINT INTERPOLATION METHOD; CONFORMING NODAL INTEGRATION; METHOD LC-PIM; METHOD FS-FEM; METHOD NS-FEM; TETRAHEDRAL ELEMENTS; ELASTICITY PROBLEMS; METHOD SFEM;
D O I
10.1002/nme.2941
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
Incorporating the strain smoothing technique of meshfree methods into the standard finite element method (FEM), Liu et al. have recently proposed a series of smoothed finite element methods (S-FEM) for solid mechanics problems. In these S-FEM models, the compatible strain fields are smoothed based on smoothing domains associated with entities of elements such as elements, nodes, edges or faces, and the smoothed Galerkin weak form based on these smoothing domains is then applied to compute the system stiffness matrix. We present in this paper a general and rigorous theoretical framework to show properties, accuracy and convergence rates of the S-FEM models. First, an assumed strain field derived from the Hellinger-Reissner variational principle is shown to be identical to the smoothed strain field used in the S-FEM models. We then define a smoothing projection operator to modify the compatible strain field and show a set of properties. We next establish a general error bound of the S-FEM models. Some numerical examples are given to verify the theoretical properties established. Copyright (C) 2010 John Wiley & Sons, Ltd.
引用
收藏
页码:1222 / 1256
页数:35
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