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    Shear Behavior of Reinforced Concrete Beams Made with Sedimentary Lightweight Aggregate without Shear Reinforcement

    Source: Journal of Materials in Civil Engineering:;2009:;Volume ( 021 ):;issue: 012
    Author:
    Chao-Wei Tang
    ,
    Tsong Yen
    ,
    How-Ji Chen
    DOI: 10.1061/(ASCE)0899-1561(2009)21:12(730)
    Publisher: American Society of Civil Engineers
    Abstract: In this study an experimental investigation on shear behaviors of longitudinally reinforced lightweight aggregate concrete (LWC) beams made with sedimentary lightweight aggregate (LWA) without shear reinforcement was carried out and compared with companion normal-weight concrete (NWC) beams. The sedimentary LWA was a product of fine sediments excavated from the bottom of the Shih-Men Reservoir in Taiwan through proper air drying and sintering processes. A total of 24 simply supported beams were designed for shear failure with a two-point bending system. The primary variables of the investigation include concrete compressive strengths of 23, 43, and 53 MPa and ratios of shear span
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      Shear Behavior of Reinforced Concrete Beams Made with Sedimentary Lightweight Aggregate without Shear Reinforcement

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    http://yetl.yabesh.ir/yetl1/handle/yetl/46501
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    • Journal of Materials in Civil Engineering

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    contributor authorChao-Wei Tang
    contributor authorTsong Yen
    contributor authorHow-Ji Chen
    date accessioned2017-05-08T21:18:35Z
    date available2017-05-08T21:18:35Z
    date copyrightDecember 2009
    date issued2009
    identifier other%28asce%290899-1561%282009%2921%3A12%28730%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/46501
    description abstractIn this study an experimental investigation on shear behaviors of longitudinally reinforced lightweight aggregate concrete (LWC) beams made with sedimentary lightweight aggregate (LWA) without shear reinforcement was carried out and compared with companion normal-weight concrete (NWC) beams. The sedimentary LWA was a product of fine sediments excavated from the bottom of the Shih-Men Reservoir in Taiwan through proper air drying and sintering processes. A total of 24 simply supported beams were designed for shear failure with a two-point bending system. The primary variables of the investigation include concrete compressive strengths of 23, 43, and 53 MPa and ratios of shear span
    publisherAmerican Society of Civil Engineers
    titleShear Behavior of Reinforced Concrete Beams Made with Sedimentary Lightweight Aggregate without Shear Reinforcement
    typeJournal Paper
    journal volume21
    journal issue12
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)0899-1561(2009)21:12(730)
    treeJournal of Materials in Civil Engineering:;2009:;Volume ( 021 ):;issue: 012
    contenttypeFulltext
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