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Article: Prestressed Concrete Girder Bridges with Corrugated Steel Webs: A Review

TitlePrestressed Concrete Girder Bridges with Corrugated Steel Webs: A Review
Authors
Issue Date2015
PublisherAmerican Society of Civil Engineers
Citation
Journal of Structural Engineering, 2015, v. 141 n. 2, article no. 04014108 How to Cite?
AbstractAfter being pioneered in France in 1986, prestressed concrete girder bridges with corrugated steel webs have emerged as one of the promising forms of steel-concrete composite bridges. Considerable theoretical and experimental studies on this type of bridges have been carried out since 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.
Persistent Identifierhttp://hdl.handle.net/10722/202713

 

DC FieldValueLanguage
dc.contributor.authorJiang, Ren_US
dc.contributor.authorAu, FTKen_US
dc.contributor.authorXiao, YFen_US
dc.date.accessioned2014-09-19T09:14:21Z-
dc.date.available2014-09-19T09:14:21Z-
dc.date.issued2015-
dc.identifier.citationJournal of Structural Engineering, 2015, v. 141 n. 2, article no. 04014108en_US
dc.identifier.urihttp://hdl.handle.net/10722/202713-
dc.description.abstractAfter being pioneered in France in 1986, prestressed concrete girder bridges with corrugated steel webs have emerged as one of the promising forms of steel-concrete composite bridges. Considerable theoretical and experimental studies on this type of bridges have been carried out since 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.en_US
dc.languageengen_US
dc.publisherAmerican Society of Civil Engineersen_US
dc.relation.ispartofJournal of Structural Engineeringen_US
dc.titlePrestressed Concrete Girder Bridges with Corrugated Steel Webs: A Reviewen_US
dc.typeArticleen_US
dc.identifier.emailJiang, R: jiangrj@hku.hken_US
dc.identifier.emailAu, FTK: francis.au@hku.hken_US
dc.identifier.authorityAu, FTK=rp00083en_US
dc.identifier.doi10.1061/(ASCE)ST.1943-541X.0001040-
dc.identifier.hkuros238024en_US
dc.publisher.placeNew Yorken_US

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