NEW INEQUALITY AND FUNCTIONAL FOR CONTACT WITH FRICTION - THE IMPLICIT STANDARD MATERIAL APPROACH

被引:127
作者
DESAXCE, G [1 ]
FENG, ZQ [1 ]
机构
[1] UNIV TECHNOL COMPIEGNE,DEPT MECH ENGN,F-60206 COMPIEGNE,FRANCE
来源
MECHANICS OF STRUCTURES AND MACHINES | 1991年 / 19卷 / 03期
关键词
D O I
10.1080/08905459108905146
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
This paper is devoted to the analysis of the two- or three-dimensional elastic contact problem with Coulomb friction, quasi-static equilibrium, and small displacements. The classical approach is based on two minimum principles, or variational inequalities: the first for unilateral contact and the second for friction. In practical applications, this leads to an algorithm of alternately solving the two problems until convergence is achieved. A coupled approach using one principle or one inequality only is presented. This new approach, based on a model of material called implicit standard, allows for extension of the notion of a normality law to dissipative behavior with a nonassociated flow rule, such as surface friction. For numerical time integration of the laws, Moreau's implicit method is considered. Nondifferentiable potentials are regularized by means of the augmented Lagrangian technique. A discretized formulation using the finite element method and numerical applications are reported in a separate paper.
引用
收藏
页码:301 / 325
页数:25
相关论文
共 40 条
[1]  
CHABRAND P, 1990, UNILATERIAL CONTACT
[2]  
Chen W.F., 1975, LIMIT ANAL SOIL PLAS
[3]  
CURNIER A, 1988, J MEC THEORY APPL
[4]   DUAL ANALYSIS OF FRICTIONLESS PROBLEMS BY DISPLACEMENT AND EQUILIBRIUM FINITE-ELEMENTS [J].
DESAXCE, G ;
HUNG, ND .
ENGINEERING STRUCTURES, 1984, 6 (01) :26-32
[5]  
DESAXCE G, 1986, THESIS U LIEGE LIEGE
[6]  
DUVAT G, 1972, INEQUATIONS MECANIQU
[7]  
EKELAND I, 1974, ANAL CONVEXE PROBLEM
[8]  
FORTIN M, 1982, COLL METH MATH INFO, V9
[9]  
FRANCHOMME P, 1989, P C STRUCOME
[10]  
FREMOND M, 1972, INT C VARIA METH ENG