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    Fiber Composites for Bridge Rehabilitation

    New search for: Ehsani, Mohammad R.
    New search for: Saadatmanesh, Hamid

    Abstract Results from tests of one rectangular and one T-beam are reported. The beams were strengthened by epoxy-bonding a 1/4 in. (6 mm) thick Glass Fiber Reinforced Plastic plate along the tension face. It is shown that the nominal load carrying capacity of the beams was significantly increased. The parametric study presented indicates that the method is most effective when applied to beams with low flexural steel reinforcement ratios.

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    Fiber Composites for Bridge Rehabilitation

    New search for: Ehsani, Mohammad R.
    New search for: Saadatmanesh, Hamid

    Abstract Results from tests of one rectangular and one T-beam are reported. The beams were strengthened by epoxy-bonding a 1/4 in. (6 mm) thick Glass Fiber Reinforced Plastic plate along the tension face. It is shown that the nominal load carrying capacity of the beams was significantly increased. The parametric study presented indicates that the method is most effective when applied to beams with low flexural steel reinforcement ratios.

    Access

    Check access
    Check availability in my library
    Order at Subito €

    Fiber Composites for Bridge Rehabilitation

    New search for: Ehsani, Mohammad R.
    New search for: Saadatmanesh, Hamid

    Abstract Results from tests of one rectangular and one T-beam are reported. The beams were strengthened by epoxy-bonding a 1/4 in. (6 mm) thick Glass Fiber Reinforced Plastic plate along the tension face. It is shown that the nominal load carrying capacity of the beams was significantly increased. The parametric study presented indicates that the method is most effective when applied to beams with low flexural steel reinforcement ratios.

    Access

    Check access
    Check availability in my library
    Order at Subito €

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    Document information
    Title:

    Fiber Composites for Bridge Rehabilitation

    Contributors:

    Ehsani, Mohammad R. (author) / Saadatmanesh, Hamid (author)

    Published in:

    Bridge Evaluation, Repair and Rehabilitation ; 579-588

    NATO ASI Series ; 187

    Publication date:

    1990-01-01

    Size:

    10 pages

    ISBN:

    978-94-009-2153-5 , 978-94-010-7469-8

    ISSN:

    0168-132X

    DOI:

    https://doi.org/10.1007/978-94-009-2153-5_42

    Type of media:

    Article/Chapter (Book)

    Type of material:

    Electronic Resource

    Language:

    English

    Keywords:

    Reinforcement Ratio , Steel Bridge , Rectangular Beam , Nominal Strength , Steel Ratio Engineering , Building Construction , Civil Engineering , Characterization and Evaluation of Materials

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