An Efficient Return Algorithm for Non-Associated Mohr-Coulomb Plasticity

Johan Christian Clausen, Lars Damkilde, Lars Andersen

    Publikation: Bidrag til bog/antologi/rapport/konference proceedingKonferenceartikel i proceedingForskningpeer review

    Abstract

    An efficient return algorithm for stress update in numerical plasticity computations is presented. The yield criterion must be linear in principal stress space, and can be composed of any number of yield planes. Each of these yield planes can have an associated or non-associated flow rule. The stress return and the formation of the constitutive matrix is carried out in principal stress space, where the manipulations simplify and rely on geometrical arguments. The singularities arising at the intersection of yield planes are dealt with in a straightforward way also based on geometric considerations. The method is exemplified on non-associated Mohr-Coulomb plasticity throughout the paper.
    OriginalsprogEngelsk
    TitelProceedings of the Tenth International Conference on Civil, Structural and Environmental Engineering Computing
    RedaktørerB. H. V. Topping
    Antal sider20
    ForlagCivil-Comp Press
    Publikationsdato2005
    StatusUdgivet - 2005
    BegivenhedThe International Conference on Civil, Structural and Environmental Engineering Computing - Rome, Italien
    Varighed: 30 aug. 20052 sep. 2005
    Konferencens nummer: 10

    Konference

    KonferenceThe International Conference on Civil, Structural and Environmental Engineering Computing
    Nummer10
    Land/OmrådeItalien
    ByRome
    Periode30/08/200502/09/2005

    Bibliografisk note

    paper no. 144

    Emneord

    • Return Mapping
    • Principal Stresses
    • Singular Points
    • Consistent Matrix
    • Mohr-Coulomb Plasticity
    • Dilatancy Angle

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