A segment-to-segment mortar contact method for quadratic elements and large deformations

被引:108
作者
Puso, Michael A. [1 ]
Laursen, T. A. [2 ]
Solberg, Jerome [1 ]
机构
[1] Lawrence Livermore Natl Lab, Livermore, CA 94550 USA
[2] Duke Univ, Dept Civil & Environm Engn, Computat Mech Lab, Durham, NC 27708 USA
关键词
contact/impact; friction; mortar methods; quadratic interpolation; large deformation;
D O I
10.1016/j.cma.2007.08.009
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
This paper describes a new extension of mortar based, segment-to-segment algorithms for large deformation contact analysis, permitting their use when quadratic interpolations are used in the underlying finite element method. The work builds upon results previously described by Puso and Laursen [M.A. Puso, T.A. Laursen, A mortar segment-to-segment contact method for large deformation solid mechanics, Comput. Methods Appl. Mech. Engrg. 193 (2004) 601-629; M.A. Puso, T.A. Laursen, A mortar segment-to-segment frictional contact method for large deformations, Comput. Methods Appl. Mech. Engrg. 193 (2004) 601-629], where methods were developed for quasistatic and implicit dynamic analysis in the context of linear element interpolations. Here, we see that many algorithmic ideas from the linear case can be adopted for use with quadratic elements along with different alternative interpolations of the mortar (contact) multipliers. The result is a class of methods appropriate for use for either mesh tying, true large sliding simulation (frictionless or frictional) and readily admits mixing of element types. Several numerical examples are given to demonstrate the effectiveness of the approach. (D 2007 Elsevier 13N. All rights reserved.
引用
收藏
页码:555 / 566
页数:12
相关论文
共 21 条
[1]  
ANAGNOSTOU G, 1990, THIRD INTERNATIONAL SYMPOSIUM ON DOMAIN DECOMPOSITION METHODS FOR PARTIAL DIFFERENTIAL EQUATIONS, P157
[2]   Approximation of the unilateral contact problem by the mortar finite element method [J].
BenBelgacem, F ;
Hild, P ;
Laborde, P .
COMPTES RENDUS DE L ACADEMIE DES SCIENCES SERIE I-MATHEMATIQUE, 1997, 324 (01) :123-127
[3]  
Bernardi C., 1992, NONLINEAR PARTIAL DI, P13
[4]  
Cowper G. R., 1973, International Journal for Numerical Methods in Engineering, V7, P405, DOI 10.1002/nme.1620070316
[5]   Frictionless 2D Contact formulations for finite deformations based on the mortar method [J].
Fischer, KA ;
Wriggers, P .
COMPUTATIONAL MECHANICS, 2005, 36 (03) :226-244
[6]   Mortar based frictional contact formulation for higher order interpolations using the moving friction cone [J].
Fischer, Kathrin A. ;
Wriggers, Peter .
COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 2006, 195 (37-40) :5020-5036
[7]  
FOLEY JD, 1990, COMPUTER GRAPHICS PI
[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]   Numerical implementation of two nonconforming finite element methods for unilateral contact [J].
Hild, P .
COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 2000, 184 (01) :99-123
[10]   A primal-dual active set strategy for non-linear multibody contact problems [J].
Hüeber, S ;
Wohlmuth, BI .
COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 2005, 194 (27-29) :3147-3166