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

TitleNumerical analysis of in-situ stitches in prestressed concrete segmental bridges
Authors
KeywordsIn-situ stiches
Interface elements
Prestressed concrete
Segemental bridges
Shear
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. 271-277 How to Cite?
AbstractPrestressed concrete segmental bridges are widely used as they can easily adapt to various site conditions. The in-situ concrete stitches in the construction of these bridges are subject to complicated stress conditions and they are therefore potential weak points in the structure. However relatively little work has been done in this regard. This paper describes the finite element analysis of mechanical behaviour of in-situ stitches by using the package Midas FEA and the results …
DescriptionSession - Structural Engineering
Persistent Identifierhttp://hdl.handle.net/10722/127249
ISBN

 

DC FieldValueLanguage
dc.contributor.authorZeng, Yen_HK
dc.contributor.authorAu, FTKen_HK
dc.contributor.authorLeung, CCYen_HK
dc.date.accessioned2010-10-31T13:14:39Z-
dc.date.available2010-10-31T13:14:39Z-
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. 271-277en_HK
dc.identifier.isbn978-988-17311-4-2en_HK
dc.identifier.urihttp://hdl.handle.net/10722/127249-
dc.descriptionSession - Structural Engineering-
dc.description.abstractPrestressed concrete segmental bridges are widely used as they can easily adapt to various site conditions. The in-situ concrete stitches in the construction of these bridges are subject to complicated stress conditions and they are therefore potential weak points in the structure. However relatively little work has been done in this regard. This paper describes the finite element analysis of mechanical behaviour of in-situ stitches by using the package Midas FEA and the results …-
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.subjectIn-situ stiches-
dc.subjectInterface elements-
dc.subjectPrestressed concrete-
dc.subjectSegemental bridges-
dc.subjectShear-
dc.titleNumerical analysis of in-situ stitches in prestressed concrete segmental bridgesen_HK
dc.typeConference_Paperen_HK
dc.identifier.emailZeng, Y: yzeng@hku.hken_HK
dc.identifier.emailAu, FTK: hrecatk@hku.hk-
dc.identifier.emailLeung, CCY: cjleung@hku.hk-
dc.identifier.authorityAu, FTK=rp00083en_HK
dc.description.naturepublished_or_final_version-
dc.identifier.hkuros175871en_HK
dc.identifier.volume2en_HK
dc.identifier.spage271en_HK
dc.identifier.epage277en_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. 271-277-

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