On the application of cohesive crack modeling in cementitious materials

Henrik Stang, John Forbes Olesen, Peter Noe Poulsen, Lars Dick-Nielsen

    Research output: Contribution to journalJournal articleResearchpeer-review

    Abstract

    Cohesive crack models-in particular the Fictitious Crack Model - are applied routinely in the analysis of crack propagation in concrete and mortar. Bridged crack models-where cohesive stresses are assumed to exist together with a stress singularity at the crack tip-on the other hand, are used typically for multi scale problems such as crack propagation in fiber reinforced composites. Mortar and concrete, however, are multi-scale materials and the question naturally arises, if bridged crack models in fact are more suitable for concrete and mortar as well? In trying to answer this question a model for a centrally cracked sheet is established applying semi-analytical, bridged and fictitious crack modeling. The semi-analytical crack model is compared with a FEM analysis and it is demonstrated, that the standard fictitious crack implementation in FEM packages (in this case DIANA) provides a good approximation. Further, a quantitative condition is established indicating when a bridged crack model can be approximated with a cohesive crack model with smooth crack closure in terms of the ratio between the energy dissipation associated with the crack tip and the process zone.
    Original languageEnglish
    JournalMaterials and Structures
    Volume40
    Pages (from-to)365-374
    ISSN1359-5997
    DOIs
    Publication statusPublished - 2007

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