Abstract
This chapter focuses on the hemivariational inequality, which models the frictional contact of a viscoelastic body and a foundation. The process is assumed to be dynamic and modeled by a general normal damped response condition and a frictional law, which are non-monotone, possibly multi-valued, and have the sub-differential form. The chapter presents a result on the existence of optimal parameters to the identification problem for such hemivariational inequality by using the direct method of the calculus of variations.
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