Strain smoothing in FEM and XFEM

被引:259
作者
Bordas, Stephane P. A. [1 ]
Rabczuk, Timon [2 ]
Nguyen-Xuan, Hung [3 ]
Nguyen, Vinh Phu [4 ]
Natarajan, Sundararajan [5 ]
Bog, Tino [2 ]
Do Minh Quan [3 ]
Nguyen Vinh Hiep [3 ]
机构
[1] Univ Glasgow, Dept Civil Engn, Glasgow G12 8LT, Lanark, Scotland
[2] Univ Canterbury, Dept Mech Engn, Christchurch 8140, New Zealand
[3] Univ Nat Sci, Dept Math & Informat, Div Computat Mech, Nguyen Van Cu, Vietnam
[4] Delft Univ Technol, Fac Civil Engn & Geosci, NL-2628 CN Delft, Netherlands
[5] GE Aviat India Technol Ctr, Bangalore, Karnataka, India
基金
英国工程与自然科学研究理事会;
关键词
Smoothed finite element; SFEM; Extended finite element method; XFEM; Convergence; Accuracy; FINITE-ELEMENT-METHOD; CONFORMING NODAL INTEGRATION; MESHFREE THIN SHELL; ERROR ESTIMATOR; CRACK INITIATION; LEVEL SETS; PLATE; FRACTURE; IMPLEMENTATION; CONSTRUCTION;
D O I
10.1016/j.compstruc.2008.07.006
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
We present in this paper recent achievements realised on the application of strain smoothing in finite elements and propose suitable extensions to problems with discontinuities and singularities The numerical results indicate that for 20 and 3D continuum locking can be avoided New plate and shell formulations that avoid both shear and membrane locking are also briefly reviewed The principle is then extended to partition of unity enrichment to simplify numerical integration of discontinuous approximations in the extended finite element method Examples are presented to test the new elements for problems involving cracks in linear elastic continua and cracked plates In the latter case the proposed formulation suppresses locking and yields elements which behave very well even in the thin plate limit Two important features of the set of elements presented are their insensitivity to mesh distortion and a lower computational cost than standard finite elements for the same accuracy These elements are easily implemented in existing codes since they only require the modification of the discretized gradient operator B (C) 2008 Elsevier Ltd All rights reserved
引用
收藏
页码:1419 / 1443
页数:25
相关论文
共 117 条
[1]  
[Anonymous], INT J NUMER METH ENG
[2]  
[Anonymous], 2000, FINITE ELEMENT METHO
[3]  
[Anonymous], 1911, Philosophical Transactions of the Royal Society A, DOI DOI 10.1098/RSTA.1911.0009
[4]  
[Anonymous], COMPUTATIONAL INELAS
[5]   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
[6]  
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
[7]  
2-N
[8]   On error estimator and p-adaptivity in the generalized finite element method [J].
Barros, FB ;
Proenca, SPB ;
de Barcellos, CS .
INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, 2004, 60 (14) :2373-2398
[9]  
Bathe K.-J., 2006, FINITE ELEMENT PROCE
[10]   A 4-NODE PLATE BENDING ELEMENT BASED ON MINDLIN REISSNER PLATE-THEORY AND A MIXED INTERPOLATION [J].
BATHE, KJ ;
DVORKIN, EN .
INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, 1985, 21 (02) :367-383