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    Experimental Study on Shear Capacity of Prestressed SFRC Beams

    New search for: Jin, Li Bing
    New search for: Chen, De Cai
    New search for: Qi, Ji Peng

    In order to study the shear capacity enhancement effect of prestressed technology to steel fiber reinforced concrete, the practical formulas were proposed for evaluating the shear-strength of unbonded prestressed steel-fiber reinforced concrete beams (UPSFRCB) through the test and study of shear capacity of UPSFRCB with simply supported ends. Various factors affecting the shear strength of UPSFRCB, such as steel fiber, prestress and shear-span to depth ratio were analyzed. The result is of importance to the popularization and application of prestressed steel-fiber reinforced concrete.

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    Experimental Study on Shear Capacity of Prestressed SFRC Beams

    New search for: Jin, Li Bing
    New search for: Chen, De Cai
    New search for: Qi, Ji Peng

    In order to study the shear capacity enhancement effect of prestressed technology to steel fiber reinforced concrete, the practical formulas were proposed for evaluating the shear-strength of unbonded prestressed steel-fiber reinforced concrete beams (UPSFRCB) through the test and study of shear capacity of UPSFRCB with simply supported ends. Various factors affecting the shear strength of UPSFRCB, such as steel fiber, prestress and shear-span to depth ratio were analyzed. The result is of importance to the popularization and application of prestressed steel-fiber reinforced concrete.

    Access

    Check access
    Check availability in my library
    Order at Subito €

    Experimental Study on Shear Capacity of Prestressed SFRC Beams

    New search for: Jin, Li Bing
    New search for: Chen, De Cai
    New search for: Qi, Ji Peng

    In order to study the shear capacity enhancement effect of prestressed technology to steel fiber reinforced concrete, the practical formulas were proposed for evaluating the shear-strength of unbonded prestressed steel-fiber reinforced concrete beams (UPSFRCB) through the test and study of shear capacity of UPSFRCB with simply supported ends. Various factors affecting the shear strength of UPSFRCB, such as steel fiber, prestress and shear-span to depth ratio were analyzed. The result is of importance to the popularization and application of prestressed steel-fiber reinforced concrete.

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    Order at Subito €

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    Title:

    Experimental Study on Shear Capacity of Prestressed SFRC Beams

    Contributors:

    Jin, Li Bing / Chen, De Cai / Qi, Ji Peng

    Published in:

    Applied Mechanics and Materials ; 256-259 ; 926-929

    Publication date:

    2012-12-13

    Size:

    4 pages

    ISSN:

    1662-7482 , 1660-9336

    DOI:

    https://doi.org/10.4028/www.scientific.net/AMM.256-259.926

    Type of media:

    Article (Journal)

    Type of material:

    Electronic Resource

    Language:

    English

    Keywords:

    Shear Capacity , Steel Fibre Reinforced Concrete (SFRC) , Pre-Stress , Unbond

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