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Conference Paper: Behaviour of in-situ concrete stitches in segmental prestressed concrete bridges
Title | Behaviour of in-situ concrete stitches in segmental prestressed concrete bridges |
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Authors | |
Keywords | Experimental study Joints Prestressed concrete Segmental bridges In-situ stiches |
Issue Date | 2010 |
Publisher | Hong 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? |
Abstract | The 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 … |
Description | Session - Structural Engineering |
Persistent Identifier | http://hdl.handle.net/10722/127238 |
ISBN |
DC Field | Value | Language |
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dc.contributor.author | Leung, CCY | en_HK |
dc.contributor.author | Au, FTK | en_HK |
dc.date.accessioned | 2010-10-31T13:14:03Z | - |
dc.date.available | 2010-10-31T13:14:03Z | - |
dc.date.issued | 2010 | en_HK |
dc.identifier.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 | en_HK |
dc.identifier.isbn | 978-988-17311-4-2 | en_HK |
dc.identifier.uri | http://hdl.handle.net/10722/127238 | - |
dc.description | Session - Structural Engineering | - |
dc.description.abstract | The 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.language | eng | en_HK |
dc.publisher | Hong Kong Polytechnic University. | en_HK |
dc.relation.ispartof | Proceedings of the 2nd International Postgraduate Conference on Infrastructure and Environment | en_HK |
dc.subject | Experimental study | - |
dc.subject | Joints | - |
dc.subject | Prestressed concrete | - |
dc.subject | Segmental bridges | - |
dc.subject | In-situ stiches | - |
dc.title | Behaviour of in-situ concrete stitches in segmental prestressed concrete bridges | en_HK |
dc.type | Conference_Paper | en_HK |
dc.identifier.email | Leung, CCY: cjleung@hku.hk | en_HK |
dc.identifier.email | Au, FTK: hrecatk@hku.hk | - |
dc.identifier.authority | Au, FTK=rp00083 | en_HK |
dc.description.nature | published_or_final_version | - |
dc.identifier.hkuros | 175862 | en_HK |
dc.identifier.volume | 2 | en_HK |
dc.identifier.spage | 256 | en_HK |
dc.identifier.epage | 262 | en_HK |
dc.publisher.place | Hong Kong | - |
dc.description.other | 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 | - |