Combined Anisotropic Viscodamage-Viscoplasticity Model for Rock Under Dynamic Loading

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    Abstract

    This paper deals with numerical modelling of rock fracture under dynamic loading. For this end, an anisotropic viscodamage-viscoplasticity model for rock is developed. In the viscodamage part of the model, the Rankine criterion indicates the tensile stress states leading to rate-dependent anisotropic damaging. The anisotropy of damage is based on the compliance damage tensor given by the dyadic product of the gradient of the Rankine criterion with itself. In compression, the inelastic deformation and compressive strength degradation is governed by a Mohr-Coulomb viscoplasticity model. The model performance is first demonstrated at the material point level using a two-element model. Then, the
    dynamic Brazilian disc test, involving both shear and tensile fracture types along
    with strain rate hardening, on rock is simulated as a laboratory sample level problem.
    Original languageEnglish
    Title of host publicationProceedings of the First International Conference on Theoretical, Applied and Experimental Mechanics
    EditorsEmmanuel Gdoutos
    PublisherSpringer
    Pages68-73
    Number of pages6
    ISBN (Electronic)978-3-319-91989-8
    ISBN (Print)978-3-319-91988-1
    DOIs
    Publication statusPublished - 2018
    Publication typeA4 Article in conference proceedings
    EventInternational Conference on Theoretical, Applied, Experimental Mechanics -
    Duration: 1 Jan 2000 → …

    Publication series

    NameStructural Integrity
    PublisherSpringer International Publishing
    Volume5

    Conference

    ConferenceInternational Conference on Theoretical, Applied, Experimental Mechanics
    Period1/01/00 → …

    Publication forum classification

    • Publication forum level 2

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