A frictionless contact problem for elastic-viscoplastic materials with normal compliance: Numerical analysis and computational experiments

2002 ◽  
Vol 90 (4) ◽  
pp. 689-719 ◽  
Author(s):  
J.R. Fernández-García ◽  
M. Sofonea ◽  
J.M. Via no
2006 ◽  
Vol 196 (1-3) ◽  
pp. 476-488 ◽  
Author(s):  
M. Campo ◽  
J.R. Fernández ◽  
K.L. Kuttler ◽  
M. Shillor ◽  
J.M. Viaño

2020 ◽  
Author(s):  
Yahyeh Souleiman ◽  
Mikael Barboteu

Abstract This paper represents a continuation of [15] and [18]. Here, we consider the numerical analysis of a non trivial frictional contact problen in a form of a system of evolution nonlinear partial differential equations. The model describes the equilibrium of a viscoelastic body in sliding contact with a moving foundation. The contact is modeled with a multivalued normal compliance condition with memory term restricted by a unilateral constraint, and is associated to a sliding version of Coulomb's law of dry friction. After a description of the model and some assumptions, we derive a variational formulation of the problem, which consists of a system coupling a variational inequality for the displacement field and a nonlinear equation for the stress field. Then, we introduce a fully discrete scheme for the numerical approximation of the sliding contact problem. Under certain solution regularity assumptions, we derive an optimal order error estimate and we provide numerical validation of this result by considering some numerical simulations in the study of a two-dimensional problem.


2006 ◽  
Vol 2006 ◽  
pp. 1-25 ◽  
Author(s):  
Mircea Sofonea ◽  
Rachid Arhab ◽  
Raafat Tarraf

We consider two quasistatic frictionless contact problems for piezoelectric bodies. For the first problem the contact is modelled with Signorini's conditions and for the second one is modelled with normal compliance. In both problems the material's behavior is electroelastic and the adhesion of the contact surfaces is taken into account and is modelled with a surface variable, the bonding field. We provide variational formulations for the problems and prove the existence of a unique weak solution to each model. The proofs are based on arguments of time-dependent variational inequalities, differential equations, and fixed point. Moreover, we prove that the solution of the Signorini contact problem can be obtained as the limit of the solution of the contact problem with normal compliance as the stiffness coefficient of the foundation converges to infinity.


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