Finite element analysis of three-dimensional contact and impact in large deformation problems

被引:39
作者
Bittencourt, E [1 ]
Creus, GJ [1 ]
机构
[1] Univ Fed Rio Grande Sul, Curso Pos Grad Engn Civil, CEMACOM, Ctr Mecan Apl & Computac, BR-90035190 Porto Alegre, RS, Brazil
关键词
contact; friction; large deformation; finite element; impact; elasto-plasticity; metal-forming; three-dimensional;
D O I
10.1016/S0045-7949(98)00008-X
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
An algorithm that models three-dimensional contact with friction, including cases where large deformations occur is proposed. The algorithm is an extension to three-dimensions of an algorithm for contact previously proposed by Ponthot and Hogge [1]. The present algorithm can be used in implicit or explicit codes, when contact between a rigid and a deformable body or among deformable bodies (multibody contact) is to be determined. The penalty method is used as the contact-friction formulation. Constitutive relations for contact-friction and integration of these relations in a corotational reference system are detailed. In order to provide a good convergence rate, the contact-friction stiffness matrices used are consistent with the time integration process. A simple and fully explicit form was obtained for these matrices. For contact problems involving rigid and deformable bodies, interpenetrations are detected using an iterative procedure. For frictionless multibody contact, a new element that simplifies the gap calculation, eliminating iterative procedures, is proposed. Comparison with benchmark results and the solution of practical examples demonstrate the effectiveness of the algorithm. (C) 1998 Elsevier Science Ltd. All rights reserved.
引用
收藏
页码:219 / 234
页数:16
相关论文
共 33 条
[1]  
BAAIJENS FPT, 1986, P NUMIFORM 86, P91
[2]  
BATHE KJ, 1996, FINITE ELEMENT PROCE
[3]   THE SPLITTING PINBALL METHOD FOR CONTACT-IMPACT PROBLEMS [J].
BELYTSCHKO, T ;
YEH, IS .
COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 1993, 105 (03) :375-393
[4]   CONTACT-IMPACT BY THE PINBALL ALGORITHM WITH PENALTY AND LAGRANGIAN-METHODS [J].
BELYTSCHKO, T ;
NEAL, MO .
INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, 1991, 31 (03) :547-572
[5]   A SINGLE SURFACE-CONTACT ALGORITHM FOR THE POST-BUCKLING ANALYSIS OF SHELL STRUCTURES [J].
BENSON, DJ ;
HALLQUIST, JO .
COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 1990, 78 (02) :141-163
[6]  
Bittencourt E., 1994, THESIS U FEDERAL RIO
[7]   SEQUENTIAL QUADRATIC-PROGRAMMING FOR NONLINEAR ELASTIC, CONTACT PROBLEMS [J].
BJORKMAN, G ;
KLARBRING, A ;
SJODIN, B ;
LARSSON, T ;
RONNQVIST, M .
INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, 1995, 38 (01) :137-165
[8]   AN IMPLICIT INCREMENTALLY OBJECTIVE FORMULATION FOR THE SOLUTION OF ELASTOPLASTIC PROBLEMS AT FINITE STRAIN BY THE FEM [J].
BRAUDEL, HJ ;
ABOUAF, M ;
CHENOT, JL .
COMPUTERS & STRUCTURES, 1986, 24 (06) :825-843
[9]   AN INCREMENTAL CONSTITUTIVE RELATION OF UNILATERAL CONTACT FRICTION FOR LARGE DEFORMATION ANALYSIS [J].
CHENG, JH ;
KIKUCHI, N .
JOURNAL OF APPLIED MECHANICS-TRANSACTIONS OF THE ASME, 1985, 52 (03) :639-648
[10]   ON THE TREATMENT OF INEQUALITY CONSTRAINTS ARISING FROM CONTACT CONDITIONS IN FINITE-ELEMENT ANALYSIS [J].
ETEROVIC, AL ;
BATHE, KJ .
COMPUTERS & STRUCTURES, 1991, 40 (02) :203-209