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Conference Paper: A new design approach for plate-reinforced composite coupling beams

TitleA new design approach for plate-reinforced composite coupling beams
Authors
Su, RKLSiu, WH
Issue Date2009
PublisherCRC Press Taylor & Francis Group.
Citation
Excellence In Concrete Construction Through Innovation - Proceedings Of The International Conference On Concrete Construction, 2009, p. 387-395 How to Cite?
AbstractPlate-reinforced composite (PRC) coupling beam is fabricated by embedding a vertical steel plate into a conventional reinforced concrete coupling beam to enhance its strength and deformability. Shear studs are weld on the surfaces of the steel plate to transfer forces between the concrete and steel plate. Based on extensive experimental studies and numerical simulation of PRC coupling beams, an original and comprehensive design procedure is proposed to aid engineers in designing this new type of beams. The proposed design procedure consists of four main parts, which are (1) estimation of ultimate shear capacity of beam, (2) design of RC component and steel plate, (3) shear stud arrangement in beam span, and (4) design of plate anchorage in wall piers. The design procedure developed was validated by comparing the predicted beam capacities with those from non-linear finite element analyses. © 2009 Taylor & Francis Group, London.
Persistent Identifierhttp://hdl.handle.net/10722/63241
ISBN
9780415475921
References
References in Scopus

 

DC FieldValueLanguage
dc.contributor.authorSu, RKLen_HK
dc.contributor.authorSiu, WHen_HK
dc.date.accessioned2010-07-13T04:19:15Z-
dc.date.available2010-07-13T04:19:15Z-
dc.date.issued2009en_HK
dc.identifier.citationExcellence In Concrete Construction Through Innovation - Proceedings Of The International Conference On Concrete Construction, 2009, p. 387-395en_HK
dc.identifier.isbn9780415475921en_HK
dc.identifier.urihttp://hdl.handle.net/10722/63241-
dc.description.abstractPlate-reinforced composite (PRC) coupling beam is fabricated by embedding a vertical steel plate into a conventional reinforced concrete coupling beam to enhance its strength and deformability. Shear studs are weld on the surfaces of the steel plate to transfer forces between the concrete and steel plate. Based on extensive experimental studies and numerical simulation of PRC coupling beams, an original and comprehensive design procedure is proposed to aid engineers in designing this new type of beams. The proposed design procedure consists of four main parts, which are (1) estimation of ultimate shear capacity of beam, (2) design of RC component and steel plate, (3) shear stud arrangement in beam span, and (4) design of plate anchorage in wall piers. The design procedure developed was validated by comparing the predicted beam capacities with those from non-linear finite element analyses. © 2009 Taylor & Francis Group, London.en_HK
dc.languageengen_HK
dc.publisherCRC Press Taylor & Francis Group.en_HK
dc.relation.ispartofExcellence in Concrete Construction through Innovation - Proceedings of the International Conference on Concrete Constructionen_HK
dc.titleA new design approach for plate-reinforced composite coupling beamsen_HK
dc.typeConference_Paperen_HK
dc.identifier.openurlhttp://library.hku.hk:4550/resserv?sid=HKU:IR&issn=9780415475921&volume=&spage=387&epage=395&date=2008&atitle=A+new+design+approach+for+plate-reinforced+composite+coupling+beamsen_HK
dc.identifier.emailSu, RKL:klsu@hkucc.hku.hken_HK
dc.identifier.authoritySu, RKL=rp00072en_HK
dc.description.naturelink_to_subscribed_fulltext-
dc.identifier.scopuseid_2-s2.0-79952285835en_HK
dc.identifier.hkuros152180en_HK
dc.relation.referenceshttp://www.scopus.com/mlt/select.url?eid=2-s2.0-79952285835&selection=ref&src=s&origin=recordpageen_HK
dc.identifier.spage387en_HK
dc.identifier.epage395en_HK
dc.identifier.scopusauthoridSu, RKL=7102627096en_HK
dc.identifier.scopusauthoridSiu, WH=16067749400en_HK

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