Shear crack formation and propagation in fiber reinforced cementitious composites (FRCC)

Ieva Paegle, Gregor Fischer

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    Abstract

    Knowledge of the mechanisms controlling crack formation, propagation and failure of FRCC under shear loading is currently limited. This paper presents a study that utilized photogrammetry to monitor the shear deformations of two FRCC materials and ordinary concrete (OC). Multiple shear cracks and strain hardening of both FRCC materials was observed under shear loading. The influence of fibers, fiber type, including polyvinyl alcohol (PVA) and polypropylene (PP) fibers, and shear crack angle were investigated. Based upon photogrammetric results, fundamental descriptions of shear crack opening/sliding and subsequent failure are presented.
    Original languageEnglish
    Title of host publicationProceedings of the Sixth International Workshop on High Performance Fiber Reinforced Cement Composites
    Publication date2011
    Pages221-228
    Publication statusPublished - 2011
    Event6th International Workshop on High Performance Fiber Reinforced Cement Composites - Ann Arbor, United States
    Duration: 20 Jun 201122 Jun 2011
    Conference number: 6

    Workshop

    Workshop6th International Workshop on High Performance Fiber Reinforced Cement Composites
    Number6
    Country/TerritoryUnited States
    CityAnn Arbor
    Period20/06/201122/06/2011

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