Contact force algorithm in explicit transient analysis using finite-element method

被引:18
作者
Wang, Fu-Jun [1 ]
Wang, Li-Ping
Cheng, Jian-Gang
Yao, Zhen-Han
机构
[1] China Agr Univ, Coll Water Conservancy & Civil Engn, Beijing 100083, Peoples R China
[2] Tsinghua Univ, Dept Engn Mech, Beijing 100084, Peoples R China
关键词
contact force algorithm; finite-element method; explicit transient analysis; contact-impact problem;
D O I
10.1016/j.finel.2006.12.010
中图分类号
O29 [应用数学];
学科分类号
070104 ;
摘要
The contact force calculation has significant effect on the accuracy and efficiency of finite-element analysis for contact-impact problems. In this paper, an algorithm for contact force calculation in explicit finite-element analysis is presented. The classical penalty method and Lagrange multiplier method are combined by interpreting the impenetrability between two bodies as a control parameter in this algorithm. The constraints of no-penetration condition and sticking condition are imposed accurately without the requirement to choose a proper parameter as in the penalty method. With this algorithm, no coupled system of equations needs to be solved. The interaction of contact pairs applied on same segment is treated with iteration procedure. This algorithm is totally compatible with the explicit time integration scheme. Numerical examples demonstrate that this algorithm performs well for contact-impact problems. In contrast to the penalty method, this algorithm increases the stable time step because the effect of penalty parameter to the stability does not exist. The new algorithm provides an accurate and efficient way to study contact-impact problems with explicit finite-element method. (c) 2007 Elsevier B.V. All rights reserved.
引用
收藏
页码:580 / 587
页数:8
相关论文
共 20 条
[1]  
Bathe K, 2007, Finite element procedures
[2]   Advances in crush analysis [J].
Bathe, KJ ;
Walczak, J ;
Guillermin, O ;
Bouzinov, PA ;
Chen, HY .
COMPUTERS & STRUCTURES, 1999, 72 (1-3) :31-47
[3]   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
[4]   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
[5]   LAGRANGE CONSTRAINTS FOR TRANSIENT FINITE-ELEMENT SURFACE-CONTACT [J].
CARPENTER, NJ ;
TAYLOR, RL ;
KATONA, MG .
INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, 1991, 32 (01) :103-128
[6]   A SOLUTION METHOD FOR STATIC AND DYNAMIC ANALYSIS OF 3-DIMENSIONAL CONTACT PROBLEMS WITH FRICTION [J].
CHAUDHARY, AB ;
BATHE, KJ .
COMPUTERS & STRUCTURES, 1986, 24 (06) :855-873
[7]   Decomposition contact response (DCR) for explicit finite element dynamics [J].
Cirak, F ;
West, M .
INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, 2005, 64 (08) :1078-1110
[8]   SLIDING INTERFACES WITH CONTACT-IMPACT IN LARGE-SCALE LAGRANGIAN COMPUTATIONS [J].
HALLQUIST, JO ;
GOUDREAU, GL ;
BENSON, DJ .
COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 1985, 51 (1-3) :107-137
[9]   A solution method for dynamic contact problems [J].
Hu, N .
COMPUTERS & STRUCTURES, 1997, 63 (06) :1053-1063
[10]  
Hughes T. J. R., 1976, Computer Methods in Applied Mechanics and Engineering, V8, P249, DOI 10.1016/0045-7825(76)90018-9