An Efficient Formulation of the Elasto-plastic Constitutive Matrix on Yield Surface Corners

Publication: Research - peer-reviewArticle in proceeding

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A formulation for the elasto-plastic constitutive matrices on discontinuities on yield surfaces is presented, for use in finite element calculations. The formulation entails no rounding of the yield surface or the plastic potential, as it is done in most other formulations, and therefore exact analytical solutions can be approached. Computational examples are given with the Mohr-Coulomb, the Modified Mohr-Coulomb and the Hoek-Brown models.
Original languageEnglish
TitleProceedings of the Twenty Second Nordic Seminar on Computational Mechanics
EditorsLars Damkilde, Lars Andersen, Anders Schmidt Kristensen, Erik Lund
PublisherAalborg University. Department of Civil Engineering
Publication date2009
Pages135-138
StatePublished

Conference

ConferenceThe Nordic Seminar on Computational Mechanics
Nummer22
LandDenmark
ByAalborg
Periode22/10/0923/10/09
NameDCE Technical Memorandum
Number11
ISSN (Print)1901-7278

Keywords

  • Soil Structures, Yield Criterion, Plastic Potentials, Tresca Criterion, Mohr-Coulomb Criterion, Modified Mohr-Coulomb Criterion, Hoek-Brown Criterion

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