Dual-Dual Formulation for a Contact Problem with Friction

被引:16
作者
Andres, Michael [1 ]
Maischak, Matthias [2 ]
Stephan, Ernst P. [1 ]
机构
[1] Leibniz Univ Hannover, Inst Appl Math, Welfengarten 1, D-30167 Hannover, Germany
[2] Brunel Univ Uxbridge, Dept Math, London, England
关键词
Contact Problems; Friction; Fenchel Duality; Variational Inequalities; FINITE-ELEMENT-METHOD; ELASTICITY;
D O I
10.1515/cmam-2015-0021
中图分类号
O29 [应用数学];
学科分类号
070104 ;
摘要
A variational inequality formulation is derived for some frictional contact problems from linear elasticity. The formulation exhibits a two-fold saddle point structure and is of dual-dual type, involving the stress tensor as primary unknown as well as the friction force on the contact surface by means of a Lagrange multiplier. The approach starts with the minimization of the conjugate elastic potential. Applying Fenchel's duality theory to this dual minimization problem, the connection to the primal minimization problem and a dual saddle point problem is achieved. The saddle point problem possesses the displacement field and the rotation tensor as further unknowns. Introducing the friction force yields the dual-dual saddle point problem. The equivalence and unique solvability of both problems is shown with the help of the variational inequality formulations corresponding to the saddle point formulations, respectively.
引用
收藏
页码:1 / 16
页数:16
相关论文
共 26 条
[1]  
Andres M., 2015, PREPRINT
[2]  
Andres M., 2011, THESIS LEIBNIZ U HAN
[3]  
[Anonymous], 1980, STUD APPL MECH
[4]  
[Anonymous], 1968, Functional Analysis
[5]  
Arnold D. N., 1984, JAPAN J APPL MATH, V1, P347
[6]   On the mixed finite element method with Lagrange multipliers [J].
Babuska, I ;
Gatica, GN .
NUMERICAL METHODS FOR PARTIAL DIFFERENTIAL EQUATIONS, 2003, 19 (02) :192-210
[7]   A mixed finite element method for nonlinear elasticity: two-fold saddle point approach and a-posteriori error estimate [J].
Barrientos, MA ;
Gatica, GN ;
Stephan, EP .
NUMERISCHE MATHEMATIK, 2002, 91 (02) :197-222
[8]   Locking-Free Finite Elements for Unilateral Crack Problems in Elasticity [J].
Belhachmi, Z. ;
Sac-Epee, J. -M. ;
Tahir, S. .
MATHEMATICAL MODELLING OF NATURAL PHENOMENA, 2009, 4 (01) :1-20
[9]  
Duvaut G., 1976, INEQUALITIES MECH PH, DOI 10.1007/978-3-642-66165-5
[10]  
Ekeland I., 1999, CONVEX ANAL VARIATIO