Fatigue Performance of Fiber Reinforced Concrete. An Experimental and Theoretical Study.

Zhang Jun, Henrik Stang

    Research output: Chapter in Book/Report/Conference proceedingArticle in proceedingsResearchpeer-review

    Abstract

    The objective of the present study is to obtain basic data of fibre reinforced concrete under fatigue load and to set up a theoretical model based on micromechanics. In this study, the bridging stress in fiber reinforced concrete under cyclic tensile load was investigted in details. The damage mechanism of the interface between fiber and matrix was proposed and a rational model given. Finally, the response of a steel fiber reinforced concrete beam under fatigue loading was predicted based on this model and compared with experimental results.
    Original languageEnglish
    Title of host publicationNordic Concrete Research
    Place of PublicationOslo, Norge
    PublisherNorsk Betongforening
    Publication date1996
    Pages135-136
    Publication statusPublished - 1996
    Event16th Symposium on Nordic Concrete Research - Helsinki, Finland
    Duration: 21 Aug 199623 Aug 1996
    Conference number: 16

    Conference

    Conference16th Symposium on Nordic Concrete Research
    Number16
    CountryFinland
    CityHelsinki
    Period21/08/199623/08/1996

    Cite this

    Jun, Z., & Stang, H. (1996). Fatigue Performance of Fiber Reinforced Concrete. An Experimental and Theoretical Study. In Nordic Concrete Research (pp. 135-136). Norsk Betongforening.