A QUADRILATERAL MIXED FINITE-ELEMENT WITH 2 ENHANCED STRAIN MODES

被引:83
作者
PILTNER, R
TAYLOR, RL
机构
[1] Department of Civil Engineering, SEMM, University of California at Berkeley, Berkeley, California, 94720
关键词
FINITE ELEMENTS; ENHANCED STRAIN METHOD;
D O I
10.1002/nme.1620381102
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
An improved plane strain/stress element is derived using a Hu-Washizu variational formulation with bilinear displacement interpolation, seven strain and stress terms, and two enhanced strain modes. The number of unknowns of the four-node element is increased from eight to ten degrees of freedom. For linear and non-linear applications, the two unknowns associated with the enhanced strain terms can be eliminated by static condensation so that eight displacement degrees of freedom remain for the proposed element, which is denoted by QE(2). The excellent performance of the proposed element is demonstrated using several linear and non-linear examples.
引用
收藏
页码:1783 / 1808
页数:26
相关论文
共 40 条
[1]  
Bathe K.J., 1976, NUMERICAL METHODS FI
[2]  
Chen WF, 1988, PLASTICITY STRUCTURA
[4]  
Hughes T.J., 2012, FINITE ELEMENT METHO
[6]   EQUIVALENCE OF FINITE-ELEMENTS FOR NEARLY IMCOMPRESSIBLE ELASTICITY [J].
HUGHES, TJR .
JOURNAL OF APPLIED MECHANICS-TRANSACTIONS OF THE ASME, 1977, 44 (01) :181-183
[8]   THE HYBRID-TREFFTZ FINITE-ELEMENT MODEL AND ITS APPLICATION TO PLATE BENDING [J].
JIROUSEK, J ;
GUEX, L .
INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, 1986, 23 (04) :651-693
[9]   COMPARATIVE-STUDY OF P-EXTENSIONS BASED ON CONVENTIONAL ASSUMED DISPLACEMENT AND HYBRID-TREFFTZ FE MODELS [J].
JIROUSEK, J ;
VENKATESH, A ;
ZIELINSKI, AP ;
RABEMANANTSOA, H .
COMPUTERS & STRUCTURES, 1993, 46 (02) :261-278
[10]  
MACMEAL RH, 1985, FINITE ELEMENTS ANAL, V1, P2