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Analytical and numerical relaxation results for models in soil mechanics

Behr, Florian ; Dolzmann, Georg ; Hackl, Klaus ; Jezdan, Ghina



Abstract

A variational model of pressure-dependent plasticity employing a time-incremental setting is introduced. A novel formulation of the dissipation potential allows one to construct the condensed energy in a variationally consistent manner. For a one-dimensional model problem, an explicit expression for the quasiconvex envelope can be found which turns out to be essentially independent of the ...

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