Durability of fibre reinforced concrete structures exposed to combined mechanical and environmental load

Ernst Jan De Place Hansen, Kurt Kielsgaard Hansen

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

    Abstract

    The main conclusions from a research project on durability of cracked fibre reinforced concrete structures exposed to chlorides, water or freeze-thaw are presented. The effect of fibres and cracks on the durability of concrete is studied.
    Original languageEnglish
    Title of host publicationProc. Nordic Concrete Research Meeting, Reykjavik, Iceland, 1999
    Place of PublicationOslo
    PublisherNorsk Betongforening
    Publication date1999
    Publication statusPublished - 1999
    EventXVII Symposium on Nordic Concrete Research - Reykjavik, Iceland
    Duration: 4 Aug 19996 Aug 1999
    Conference number: 17

    Conference

    ConferenceXVII Symposium on Nordic Concrete Research
    Number17
    CountryIceland
    CityReykjavik
    Period04/08/199906/08/1999

    Cite this

    Hansen, E. J. D. P., & Hansen, K. K. (1999). Durability of fibre reinforced concrete structures exposed to combined mechanical and environmental load. In Proc. Nordic Concrete Research Meeting, Reykjavik, Iceland, 1999 Norsk Betongforening.