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Conference Paper: Behaviour of in-situ concrete stitches in segmental prestressed concrete bridges

TitleBehaviour of in-situ concrete stitches in segmental prestressed concrete bridges
Authors
KeywordsExperimental study
Joints
Prestressed concrete
Segmental bridges
In-situ stiches
Issue Date2010
PublisherHong Kong Polytechnic University.
Citation
The 2nd International Postgraduate Conference on Infrastructure and Environment (IPC2010), Hong Kong, China, 1-2 June 2010. In Proceedings of the 2nd International Postgraduate Conference on Infrastructure and Environment, 2010, v. 2, p. 256-262 How to Cite?
AbstractThe in-situ concrete stitches of a segmental prestressed concrete bridge are locations of potential weakness for the entire bridge deck but relatively little work has been carried out in this area. In the current practice, these in-situ stitches are usually designed to be capable of sustaining considerable sagging moment but only minimal hogging moment …
DescriptionSession - Structural Engineering
Persistent Identifierhttp://hdl.handle.net/10722/127238
ISBN

 

DC FieldValueLanguage
dc.contributor.authorLeung, CCYen_HK
dc.contributor.authorAu, FTKen_HK
dc.date.accessioned2010-10-31T13:14:03Z-
dc.date.available2010-10-31T13:14:03Z-
dc.date.issued2010en_HK
dc.identifier.citationThe 2nd International Postgraduate Conference on Infrastructure and Environment (IPC2010), Hong Kong, China, 1-2 June 2010. In Proceedings of the 2nd International Postgraduate Conference on Infrastructure and Environment, 2010, v. 2, p. 256-262en_HK
dc.identifier.isbn978-988-17311-4-2en_HK
dc.identifier.urihttp://hdl.handle.net/10722/127238-
dc.descriptionSession - Structural Engineering-
dc.description.abstractThe in-situ concrete stitches of a segmental prestressed concrete bridge are locations of potential weakness for the entire bridge deck but relatively little work has been carried out in this area. In the current practice, these in-situ stitches are usually designed to be capable of sustaining considerable sagging moment but only minimal hogging moment …-
dc.languageengen_HK
dc.publisherHong Kong Polytechnic University.en_HK
dc.relation.ispartofProceedings of the 2nd International Postgraduate Conference on Infrastructure and Environmenten_HK
dc.rightsCreative Commons: Attribution 3.0 Hong Kong License-
dc.subjectExperimental study-
dc.subjectJoints-
dc.subjectPrestressed concrete-
dc.subjectSegmental bridges-
dc.subjectIn-situ stiches-
dc.titleBehaviour of in-situ concrete stitches in segmental prestressed concrete bridgesen_HK
dc.typeConference_Paperen_HK
dc.identifier.emailLeung, CCY: cjleung@hku.hken_HK
dc.identifier.emailAu, FTK: hrecatk@hku.hk-
dc.identifier.authorityAu, FTK=rp00083en_HK
dc.description.naturepublished_or_final_version-
dc.identifier.hkuros175862en_HK
dc.identifier.volume2en_HK
dc.identifier.spage256en_HK
dc.identifier.epage262en_HK
dc.publisher.placeHong Kong-
dc.description.otherThe 2nd International Postgraduate Conference on Infrastructure and Environment (IPC2010), Hong Kong, China, 1-2 June 2010. In Proceedings of the 2nd International Postgraduate Conference on Infrastructure and Environment, 2010, v. 2, p. 256-262-

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