1996
DOI: 10.1016/0020-7225(95)00109-3
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On the contact problem with slip displacement dependent friction in elastostatics

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Cited by 58 publications
(39 citation statements)
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“…The strict inequality in (13) holds in the stick zone and the equality holds in the slip zone. This physical model of slip-dependent friction was introduced by Rabinowicz (1951) for the geophysical context of earthquake modeling, and was also studied by Ionescu and Paumier (1996), Ionescu and Nguyen (2002), Ionescu et al (2003), Shillor et al (2004), as well as Mig贸rski and Ochal (2005). Due to the basic properties of the Clarke subdifferential (cf.…”
Section: Mechanical Problem and Variational Formulationmentioning
confidence: 99%
“…The strict inequality in (13) holds in the stick zone and the equality holds in the slip zone. This physical model of slip-dependent friction was introduced by Rabinowicz (1951) for the geophysical context of earthquake modeling, and was also studied by Ionescu and Paumier (1996), Ionescu and Nguyen (2002), Ionescu et al (2003), Shillor et al (2004), as well as Mig贸rski and Ochal (2005). Due to the basic properties of the Clarke subdifferential (cf.…”
Section: Mechanical Problem and Variational Formulationmentioning
confidence: 99%
“…Another novel feature of this paper is the analysis of the dynamics. In contrast to other contributions in the field, cf., e.g., [1,12,17,27] and [31], we treat a dynamic contact problem for which the mathematical techniques are less developed than for quasistatic evolutionary models. We underline that there are no results on existence, uniqueness and convergence of solutions to the dynamic hemivariational inequality in Problem 17, which models the contact problem under consideration.…”
Section: Introductionmentioning
confidence: 99%
“…The same frictional instabilities can occur when the coefficient of friction fi is a smooth and decreasing function of the slip rate (see [13] and [20].) This model of friction was studied by Ionescu and Paumier [5], [6] for the one-dimensional shearing problem of an infinite elastic slab. They pointed out that the solution of the problem is not uniquely determined.…”
Section: Introductionmentioning
confidence: 99%
“…It comes from catastrophe theory (see, for instance, [15]) and is implicitly present in the analysis of many physical problems. It is used in the study of static or quasi-static problems (see, for instance, [7] for a slip-dependent, model of friction), and it is justified by a dynamic stability analysis. That is, the static (or quasi-static) position chosen by the perfect delay convention is always stable.…”
Section: Introductionmentioning
confidence: 99%
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