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    Fiber‐Reinforced Concrete Deep Beams with Openings

    Source: Journal of Structural Engineering:;1985:;Volume ( 111 ):;issue: 008
    Author:
    Somsak Swaddiwudhipong
    ,
    Nandivarann E. Shanmugam
    DOI: 10.1061/(ASCE)0733-9445(1985)111:8(1679)
    Publisher: American Society of Civil Engineers
    Abstract: The experimental investigation of the first crack and ultimate load behavior of steel fiber‐reinforced concrete deep beams with openings is reported. The effect of fiber content, positions of openings, and different types of loadings on the behavior of such beams is studied. The experimental results are supplemented and compared with established analytical solutions. They are in good agreement and indicate substantial increase in strength with the increase of fiber content. The significance of the natural load path joining the edge of loading and supporting plates is exemplified through a drastic reduction in strength when it is intercepted by the opening.
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      Fiber‐Reinforced Concrete Deep Beams with Openings

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    http://yetl.yabesh.ir/yetl1/handle/yetl/29612
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    • Journal of Structural Engineering

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    contributor authorSomsak Swaddiwudhipong
    contributor authorNandivarann E. Shanmugam
    date accessioned2017-05-08T20:51:43Z
    date available2017-05-08T20:51:43Z
    date copyrightAugust 1985
    date issued1985
    identifier other%28asce%290733-9445%281985%29111%3A8%281679%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/29612
    description abstractThe experimental investigation of the first crack and ultimate load behavior of steel fiber‐reinforced concrete deep beams with openings is reported. The effect of fiber content, positions of openings, and different types of loadings on the behavior of such beams is studied. The experimental results are supplemented and compared with established analytical solutions. They are in good agreement and indicate substantial increase in strength with the increase of fiber content. The significance of the natural load path joining the edge of loading and supporting plates is exemplified through a drastic reduction in strength when it is intercepted by the opening.
    publisherAmerican Society of Civil Engineers
    titleFiber‐Reinforced Concrete Deep Beams with Openings
    typeJournal Paper
    journal volume111
    journal issue8
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1985)111:8(1679)
    treeJournal of Structural Engineering:;1985:;Volume ( 111 ):;issue: 008
    contenttypeFulltext
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