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    Punching Shear Strength of Steel Fiber Reinforced Concrete Slabs

    Source: Journal of Materials in Civil Engineering:;1994:;Volume ( 006 ):;issue: 002
    Author:
    Kiang‐Hwee Tan
    ,
    P. Paramasivam
    DOI: 10.1061/(ASCE)0899-1561(1994)6:2(240)
    Publisher: American Society of Civil Engineers
    Abstract: The punching shear behavior of steel fiber reinforced concrete slabs was investigated in the present study. Each of 14 square slabs was simply supported along four edges and loaded to failure under a concentrated load over a square area at the center. The test parameters were the effective span to depth
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      Punching Shear Strength of Steel Fiber Reinforced Concrete Slabs

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    http://yetl.yabesh.ir/yetl1/handle/yetl/45365
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    contributor authorKiang‐Hwee Tan
    contributor authorP. Paramasivam
    date accessioned2017-05-08T21:16:47Z
    date available2017-05-08T21:16:47Z
    date copyrightMay 1994
    date issued1994
    identifier other%28asce%290899-1561%281994%296%3A2%28240%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/45365
    description abstractThe punching shear behavior of steel fiber reinforced concrete slabs was investigated in the present study. Each of 14 square slabs was simply supported along four edges and loaded to failure under a concentrated load over a square area at the center. The test parameters were the effective span to depth
    publisherAmerican Society of Civil Engineers
    titlePunching Shear Strength of Steel Fiber Reinforced Concrete Slabs
    typeJournal Paper
    journal volume6
    journal issue2
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)0899-1561(1994)6:2(240)
    treeJournal of Materials in Civil Engineering:;1994:;Volume ( 006 ):;issue: 002
    contenttypeFulltext
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