Flexural and punching performances of FRP and fiber reinforced concrete on impact loading

K. H. Min, J. M. Yang, D. Y. Yoo, Y. S. Yoon

    Research output: Chapter in Book/Report/Conference proceedingConference contribution

    13 Citations (Scopus)

    Abstract

    In this study, in order to observe the behaviors of fiber reinforced polymer (FRP) strengthened and steel fiber reinforced concrete specimens for impact and static loads, flexural and punching tests were performed. For the one-way flexural and two-way punching tests, concrete specimens with the dimensions of 50×100×350 mm and 50×350×350 mm were fabricated. The steel fiber reinforced concrete specimens showed much enhanced resistance on two-way punching of static and impact loads. Also, the FRP strengthening system provided the outstanding performance under punching resistance. Because of large tensile strength and toughness of ultra high performance concrete (UHPC) in itself, the UHPC specimens retrofitted with FRP showed marginally enhanced strength and energy dissipating capacity.

    Original languageEnglish
    Title of host publicationAdvances in FRP Composites in Civil Engineering - Proceedings of the 5th International Conference on FRP Composites in Civil Engineering, CICE 2010
    PublisherSpringer Berlin Heidelberg
    Pages410-414
    Number of pages5
    ISBN (Print)9783642174865
    DOIs
    Publication statusPublished - 2011
    Event5th International Conference on FRP Composites in Civil Engineering, CICE 2010 - Beijing, China
    Duration: 2010 Sept 272010 Sept 29

    Publication series

    NameAdvances in FRP Composites in Civil Engineering - Proceedings of the 5th International Conference on FRP Composites in Civil Engineering, CICE 2010

    Other

    Other5th International Conference on FRP Composites in Civil Engineering, CICE 2010
    Country/TerritoryChina
    CityBeijing
    Period10/9/2710/9/29

    ASJC Scopus subject areas

    • Surfaces and Interfaces

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