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    Analysis of Shear Lag Anomaly in Box Girders

    Source: Journal of Structural Engineering:;2002:;Volume ( 128 ):;issue: 011
    Author:
    Sung C. Lee
    ,
    Chai H. Yoo
    ,
    Dong Y. Yoon
    DOI: 10.1061/(ASCE)0733-9445(2002)128:11(1379)
    Publisher: American Society of Civil Engineers
    Abstract: In box girders with wide flanges, an uneven flange stress distribution (the flexural normal stress is greater at the edges than that at the center of the flange), so-called shear lag (or positive shear lag), may occur following the characteristics of stress concentration problems. However, Foutch and Chang in 1982 discovered the shear lag anomaly called negative shear lag in which the stress distribution is opposite from that in positive shear lag. Several attempts have been made to explain it. However, existing studies lack a more general and physical explanation on the origin of negative shear lag. In this paper the origin of the anomalous phenomenon is explained from the physical point of view. It is shown that, at any given location, negative shear lag can take place whenever the portion of the shear flow acting along the flange edges, which produces the shear lag-aftereffect, is larger than the remaining portion of shear flow caused by positive shear lag.
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      Analysis of Shear Lag Anomaly in Box Girders

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    http://yetl.yabesh.ir/yetl1/handle/yetl/33728
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    • Journal of Structural Engineering

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    contributor authorSung C. Lee
    contributor authorChai H. Yoo
    contributor authorDong Y. Yoon
    date accessioned2017-05-08T20:58:11Z
    date available2017-05-08T20:58:11Z
    date copyrightNovember 2002
    date issued2002
    identifier other%28asce%290733-9445%282002%29128%3A11%281379%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/33728
    description abstractIn box girders with wide flanges, an uneven flange stress distribution (the flexural normal stress is greater at the edges than that at the center of the flange), so-called shear lag (or positive shear lag), may occur following the characteristics of stress concentration problems. However, Foutch and Chang in 1982 discovered the shear lag anomaly called negative shear lag in which the stress distribution is opposite from that in positive shear lag. Several attempts have been made to explain it. However, existing studies lack a more general and physical explanation on the origin of negative shear lag. In this paper the origin of the anomalous phenomenon is explained from the physical point of view. It is shown that, at any given location, negative shear lag can take place whenever the portion of the shear flow acting along the flange edges, which produces the shear lag-aftereffect, is larger than the remaining portion of shear flow caused by positive shear lag.
    publisherAmerican Society of Civil Engineers
    titleAnalysis of Shear Lag Anomaly in Box Girders
    typeJournal Paper
    journal volume128
    journal issue11
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(2002)128:11(1379)
    treeJournal of Structural Engineering:;2002:;Volume ( 128 ):;issue: 011
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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