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    Prestressed Concrete Girder Bridges with Corrugated Steel Webs: Review

    Source: Journal of Structural Engineering:;2015:;Volume ( 141 ):;issue: 002
    Author:
    Rui Juan Jiang
    ,
    Francis Tat Kwong Au
    ,
    Yu Feng Xiao
    DOI: 10.1061/(ASCE)ST.1943-541X.0001040
    Publisher: American Society of Civil Engineers
    Abstract: Since being pioneered in France in 1986, prestressed concrete girder bridges with corrugated steel webs have emerged as one of the most promising forms of steel-concrete composite bridges. Considerable theoretical and experimental studies on this type of bridge have been carried out since the 1970s. This paper presents a comprehensive review of these studies, covering relevant publications written in English, Chinese, and Japanese. The review is organized into topics covering the major characteristics of structural behavior, including the flexural, shear, and torsional behavior of this type of bridge, shear buckling of corrugated steel webs, dynamic and seismic behavior, etc. Some suggestions are put forward for future research on this promising form of steel-concrete composite bridge.
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      Prestressed Concrete Girder Bridges with Corrugated Steel Webs: Review

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    contributor authorRui Juan Jiang
    contributor authorFrancis Tat Kwong Au
    contributor authorYu Feng Xiao
    date accessioned2017-05-08T22:11:36Z
    date available2017-05-08T22:11:36Z
    date copyrightFebruary 2015
    date issued2015
    identifier other39073647.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/73187
    description abstractSince being pioneered in France in 1986, prestressed concrete girder bridges with corrugated steel webs have emerged as one of the most promising forms of steel-concrete composite bridges. Considerable theoretical and experimental studies on this type of bridge have been carried out since the 1970s. This paper presents a comprehensive review of these studies, covering relevant publications written in English, Chinese, and Japanese. The review is organized into topics covering the major characteristics of structural behavior, including the flexural, shear, and torsional behavior of this type of bridge, shear buckling of corrugated steel webs, dynamic and seismic behavior, etc. Some suggestions are put forward for future research on this promising form of steel-concrete composite bridge.
    publisherAmerican Society of Civil Engineers
    titlePrestressed Concrete Girder Bridges with Corrugated Steel Webs: Review
    typeJournal Paper
    journal volume141
    journal issue2
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)ST.1943-541X.0001040
    treeJournal of Structural Engineering:;2015:;Volume ( 141 ):;issue: 002
    contenttypeFulltext
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