The finite element method enriched by interpolation covers

被引:66
作者
Kim, Jaehyung [1 ]
Bathe, Klaus-Juergen [1 ]
机构
[1] MIT, Dept Mech Engn, Cambridge, MA 02139 USA
关键词
Enriched finite elements; 3-node 2D & 4-node 3D elements; Cover functions; Higher convergence; Increase in accuracy; Adaptive interpolation; DISCONTINUOUS DEFORMATION ANALYSIS; NUMERICAL MANIFOLD METHOD; PIPE ELBOW ELEMENT; CRACK-GROWTH; PARTITION; FEM;
D O I
10.1016/j.compstruc.2012.10.001
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
In this paper, we focus on an enriched finite element solution procedure for low-order elements based on the use of interpolation cover functions. We consider the 3-node triangular and 4-node tetrahedral displacement-based elements for two- and three-dimensional analyses, respectively. The standard finite element shape functions are used with interpolation cover functions over patches of elements to increase the convergence of the finite element scheme. The cover functions not only capture higher gradients of a field variable but also smooth out inter-element stress jumps. Since the order of the interpolations in the covers can vary, the method provides flexibility to use different covers for different patches and increases the solution accuracy without any local mesh refinement. As pointed out, the procedure can be derived from various general theoretical approaches and the basic theory has been presented earlier. We evaluate the effectiveness of the method, and illustrate the power of the scheme through the solution of various problems. The method also has potential for the development of error measures. (C) 2012 Elsevier Ltd. All rights reserved.
引用
收藏
页码:35 / 49
页数:15
相关论文
共 66 条
[1]   A survey of the extended finite element [J].
Abdelaziz, Yazid ;
Hamouine, Abdelmadjid .
COMPUTERS & STRUCTURES, 2008, 86 (11-12) :1141-1151
[2]   Prediction of rank deficiency in partition of unity-based methods with plane triangular or quadrilateral meshes [J].
An, X. M. ;
Li, L. X. ;
Ma, G. W. ;
Zhang, H. H. .
COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 2011, 200 (5-8) :665-674
[3]  
[Anonymous], 2011, MECH SOLIDS STRUCTUR
[4]  
[Anonymous], 2006, FINITE ELEMENT PROCE
[5]  
Armando Duarte C., 1996, Numerical methods for partial differential equations, V12, P673, DOI 10.1002/(SICI)1098-2426(199611)12:6
[6]   A new meshless local Petrov-Galerkin (MLPG) approach in computational mechanics [J].
Atluri, SN ;
Zhu, T .
COMPUTATIONAL MECHANICS, 1998, 22 (02) :117-127
[7]  
Babuska I, 1997, INT J NUMER METH ENG, V40, P727, DOI 10.1002/(SICI)1097-0207(19970228)40:4<727::AID-NME86>3.0.CO
[8]  
2-N
[9]   A SIMPLE AND EFFECTIVE PIPE ELBOW ELEMENT - SOME NON-LINEAR CAPABILITIES [J].
BATHE, KJ ;
ALMEIDA, CA ;
HO, LW .
COMPUTERS & STRUCTURES, 1983, 17 (5-6) :659-667
[10]   SIMPLE AND EFFECTIVE PIPE ELBOW ELEMENT - LINEAR-ANALYSIS [J].
BATHE, KJ ;
ALMEIDA, CA .
JOURNAL OF APPLIED MECHANICS-TRANSACTIONS OF THE ASME, 1980, 47 (01) :93-100