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    Performance of reinforced concrete beams externally prestressed with fiber composites

    New search for: Mukherjee, Abhijit
    New search for: Rai, Gopal L.

    AbstractThis paper presents the results of an experimental study to investigate the flexural behavior of reinforced concrete (RC) beams that have reached their ultimate bearing capacities and then retrofitted with externally prestressed carbon fiber reinforced composite (CFRC) laminates. The effect of variation in prestressing force on CFRC laminates bonded to the RC beam is investigated in terms of the flexural strength, deflections, cracking behavior and failure modes. The results indicate that rehabilitation of significantly cracked beams by bonding CFRC laminates is structurally efficient.

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    Performance of reinforced concrete beams externally prestressed with fiber composites

    New search for: Mukherjee, Abhijit
    New search for: Rai, Gopal L.

    AbstractThis paper presents the results of an experimental study to investigate the flexural behavior of reinforced concrete (RC) beams that have reached their ultimate bearing capacities and then retrofitted with externally prestressed carbon fiber reinforced composite (CFRC) laminates. The effect of variation in prestressing force on CFRC laminates bonded to the RC beam is investigated in terms of the flexural strength, deflections, cracking behavior and failure modes. The results indicate that rehabilitation of significantly cracked beams by bonding CFRC laminates is structurally efficient.

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    Check availability in my library
    Order at Subito €

    Performance of reinforced concrete beams externally prestressed with fiber composites

    New search for: Mukherjee, Abhijit
    New search for: Rai, Gopal L.

    AbstractThis paper presents the results of an experimental study to investigate the flexural behavior of reinforced concrete (RC) beams that have reached their ultimate bearing capacities and then retrofitted with externally prestressed carbon fiber reinforced composite (CFRC) laminates. The effect of variation in prestressing force on CFRC laminates bonded to the RC beam is investigated in terms of the flexural strength, deflections, cracking behavior and failure modes. The results indicate that rehabilitation of significantly cracked beams by bonding CFRC laminates is structurally efficient.

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    Title:

    Performance of reinforced concrete beams externally prestressed with fiber composites

    Contributors:

    Mukherjee, Abhijit (author) / Rai, Gopal L. (author)

    Published in:

    Construction and Building Materials ; 23 ; 822-828

    Publication date:

    2008-03-24

    Size:

    7 pages

    ISSN:

    0950-0618

    DOI:

    https://doi.org/10.1016/j.conbuildmat.2008.03.008

    Type of media:

    Article (Journal)

    Type of material:

    Electronic Resource

    Language:

    English

    Keywords:

    RC beam , CFRC laminates , External prestressing , Adhesives , Flexural strength , Prestressing machine , Carbon wrap , Delamination

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