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    Thermal Behavior of Composite Bridges

    Source: Journal of Structural Engineering:;1990:;Volume ( 116 ):;issue: 012
    Author:
    H. C. Fu
    ,
    S. F. Ng
    ,
    M. S. Cheung
    DOI: 10.1061/(ASCE)0733-9445(1990)116:12(3302)
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the analytical results obtained from a parametric study on the thermal behavior of three types of composite bridge structures subjected to solar radiation, namely, a plate‐girder, a single‐cell box, and a two‐cell box‐girder concrete‐steel composite bridge. A series of transient temperature distributions and the thermal stresses for a few selected temperature cases corresponding to a given geographic location and assumed environmental conditions are computed. The results of this study confirm that a steady‐state thermal condition never exists within a bridge structure, in that ambient air temperature and intensity of solar radiation are both time‐dependent. The effects of convection coefficient, slab overhang, and air temperature inside an enclosed box on the temperature distributions of the bridge deck are examined and discussed.
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      Thermal Behavior of Composite Bridges

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    http://yetl.yabesh.ir/yetl1/handle/yetl/30757
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    contributor authorH. C. Fu
    contributor authorS. F. Ng
    contributor authorM. S. Cheung
    date accessioned2017-05-08T20:53:35Z
    date available2017-05-08T20:53:35Z
    date copyrightDecember 1990
    date issued1990
    identifier other%28asce%290733-9445%281990%29116%3A12%283302%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/30757
    description abstractThis paper presents the analytical results obtained from a parametric study on the thermal behavior of three types of composite bridge structures subjected to solar radiation, namely, a plate‐girder, a single‐cell box, and a two‐cell box‐girder concrete‐steel composite bridge. A series of transient temperature distributions and the thermal stresses for a few selected temperature cases corresponding to a given geographic location and assumed environmental conditions are computed. The results of this study confirm that a steady‐state thermal condition never exists within a bridge structure, in that ambient air temperature and intensity of solar radiation are both time‐dependent. The effects of convection coefficient, slab overhang, and air temperature inside an enclosed box on the temperature distributions of the bridge deck are examined and discussed.
    publisherAmerican Society of Civil Engineers
    titleThermal Behavior of Composite Bridges
    typeJournal Paper
    journal volume116
    journal issue12
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1990)116:12(3302)
    treeJournal of Structural Engineering:;1990:;Volume ( 116 ):;issue: 012
    contenttypeFulltext
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