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Analytical and numerical relaxation results for models in soil mechanics
  • +1
  • Klaus Hackl,
  • Florian Behr,
  • Georg Dolzmann,
  • Ghina Jezdan
Klaus Hackl
Institute of Mechanics of Materials, Ruhr University Bochum

Corresponding Author:[email protected]

Author Profile
Florian Behr
Faculty of Mathematics, University of Regensburg
Georg Dolzmann
Faculty of Mathematics, University of Regensburg
Ghina Jezdan
Institute of Mechanics of Materials, Ruhr University Bochum

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 original pressure-dependent yield surface. The model problem can be extended to higher dimensions in an empirical manner. Numerical simulation exhibit well-posed behavior showing mesh-independent results.