FINITE-ELEMENT ANALYSIS OF 2 CYLINDRICAL EXPANSION PROBLEMS INVOLVING NEARLY INCOMPRESSIBLE MATERIAL BEHAVIOR

被引:10
作者
BURD, HJ
HOULSBY, GT
机构
[1] Department of Engineering Science, Oxford University, Oxford, OX1 3PJ, Parks Road
关键词
D O I
10.1002/nag.1610140504
中图分类号
P5 [地质学];
学科分类号
0709 [地质学]; 081803 [地质工程];
摘要
The displacement formulation of the finite element method is well suited to the analysis of elasto‐plasticity problems involving compressible material behaviour, but it is well known that numerical difficulties occur when the material is incompressible or nearly incompressible. The effect of these additional constraints depends on both element formulation and mesh topology. A two‐dimensional plane strain finite element formulation suitable for the solution of problems involving large strains and displacements (but small rotations) based on the isoparametric approach is described. The kinematics of deformation are defined in terms of the Eulerian strain rates that are invariably used in small strain analysis; the formulation therefore retains some of the character of small strain theory but includes additional geometrically non‐linear terms. The results of a series of plane strain finite element analyses of two cylindrical expansion problems are presented. These results confirm the previously observed trend that as Poisson's ratio approaches 0·5 then the quality of the calculated stress deteriorates. The study also indicates that the solution quality depends increasingly on mesh topology as perfect incompressibility is reached. Copyright © 1990 John Wiley & Sons, Ltd
引用
收藏
页码:351 / 366
页数:16
相关论文
共 26 条
[1]
Argyris J. H., 1974, Computer Methods in Applied Mechanics and Engineering, V4, P219, DOI 10.1016/0045-7825(74)90035-8
[2]
Bathe K.-J., 1975, International Journal for Numerical Methods in Engineering, V9, P353, DOI 10.1002/nme.1620090207
[3]
BOOKER JR, 1984, COMMUNICATION
[4]
BURD HJ, 1986, THESIS U OXFORD
[5]
FORMULATION METHODS OF GEOMETRIC AND MATERIAL NONLINEARITY PROBLEMS [J].
GADALA, MS ;
DOKAINISH, MA ;
ORAVAS, GA .
INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, 1984, 20 (05) :887-914
[6]
GIBSON R E, 1961, CIV ENGNG PUB WKS RE, V56, P615
[8]
HINTON E, 1979, MATH FINITE ELEMENTS, V3, P437
[9]
EQUIVALENCE OF FINITE-ELEMENTS FOR NEARLY IMCOMPRESSIBLE ELASTICITY [J].
HUGHES, TJR .
JOURNAL OF APPLIED MECHANICS-TRANSACTIONS OF THE ASME, 1977, 44 (01) :181-183
[10]
MIXED FINITE-ELEMENT METHODS - REDUCED AND SELECTIVE INTEGRATION TECHNIQUES - UNIFICATION OF CONCEPTS [J].
MALKUS, DS ;
HUGHES, TJR .
COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 1978, 15 (01) :63-81