THE S-VERSION OF THE FINITE-ELEMENT METHOD

被引:277
作者
FISH, J
机构
[1] Department of Civil Engineering, Rensselaer Polytechnic Institute, Troy
关键词
D O I
10.1016/0045-7949(92)90287-A
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
A methodology to improve the quality of the finite element calculations in the regions of unacceptable errors has been developed. Unlike the existing adaptive techniques, where either the mesh is refined (h-version), or the polynomial order is increased (p-version), or a combination of both (h-p version), the s-version increases the resolution by superimposing additional mesh(es) of higher-order hierarchical elements. C0 continuity of the displacement field is maintained by imposing homogeneous boundary conditions on the superimposed field in the portion of the boundary which is not contained within the boundary of the problem. The superimposed regions can be of arbitrary shape, unlimited by the problem geometry, boundary conditions and the underlying mesh topography. Numerical experiments for linear problems involving singularities and smooth solutions as well as the shear banding problem in viscoplastic solid, are presented to validate the present formulation.
引用
收藏
页码:539 / 547
页数:9
相关论文
共 19 条
[11]   ACCELERATION WAVES IN SOLIDS [J].
HILL, R .
JOURNAL OF THE MECHANICS AND PHYSICS OF SOLIDS, 1962, 10 (01) :1-16
[12]  
MCCORMICK S, 1986, MATH COMPUT, V46, P439, DOI 10.1090/S0025-5718-1986-0829618-X
[13]  
Mote C., 1971, INT J NUMER METH ENG, V3, P565, DOI DOI 10.1002/(ISSN)1097-0207
[14]   A FINITE-ELEMENT METHOD FOR LOCALIZED FAILURE ANALYSIS [J].
ORTIZ, M ;
LEROY, Y ;
NEEDLEMAN, A .
COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 1987, 61 (02) :189-214
[15]  
PEANO AG, 1976, COMP MATH APPLIC, V2
[16]  
SHEPHARD MS, 1989, ADAPTIVE METHODS PAR
[17]  
SZABO BA, ACCURACY ESTIMATES A
[18]  
ZIENKIEWICZ OC, 1982, INT J NUMER METH ENG, V18, P323
[19]  
Zienkiewicz OC., 1983, FINITE ELEMENTS APPR