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Article: Experimental study on embedded steel plate composite coupling beams

TitleExperimental study on embedded steel plate composite coupling beams
Authors
KeywordsBeams
Composite materials
Coupling
Seismic design
Steel plates
Studs
Issue Date2005
PublisherAmerican Society of Civil Engineers. The Journal's web site is located at http://www.pubs.asce.org/journals/st.html
Citation
Journal Of Structural Engineering, 2005, v. 131 n. 8, p. 1294-1302 How to Cite?
AbstractA research study has been conducted on a newly proposed design of embedded steel plate composite coupling beams with shear studs in order to improve the performance of reinforced concrete (RC) coupling beams under severe wind or earthquake loading. The experimental results on three coupling beams tested under reversed cyclic loading are discussed in this paper. One of the coupling beams was conventionally reinforced, while each of the other two contained a vertically embedded steel plate along the whole span either with or without shear studs. It was found that embedded steel plates could improve the strength and the stiffness of coupling beams, while shear studs are required to enhance the plate/RC interaction in order to achieve good inelastic performance under large imposed shear deformations. Equations for calculating the required shear connection strength in the beam span to ensure the plate/RC composite action and for estimating the available plate/RC interface slips to mobilize shear studs have been proposed. © ASCE.
Persistent Identifierhttp://hdl.handle.net/10722/71742
ISSN
2015 Impact Factor: 1.7
2015 SCImago Journal Rankings: 1.431
ISI Accession Number ID
References
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DC FieldValueLanguage
dc.contributor.authorLam, WYen_HK
dc.contributor.authorSu, RKLen_HK
dc.contributor.authorPam, HJen_HK
dc.date.accessioned2010-09-06T06:34:45Z-
dc.date.available2010-09-06T06:34:45Z-
dc.date.issued2005en_HK
dc.identifier.citationJournal Of Structural Engineering, 2005, v. 131 n. 8, p. 1294-1302en_HK
dc.identifier.issn0733-9445en_HK
dc.identifier.urihttp://hdl.handle.net/10722/71742-
dc.description.abstractA research study has been conducted on a newly proposed design of embedded steel plate composite coupling beams with shear studs in order to improve the performance of reinforced concrete (RC) coupling beams under severe wind or earthquake loading. The experimental results on three coupling beams tested under reversed cyclic loading are discussed in this paper. One of the coupling beams was conventionally reinforced, while each of the other two contained a vertically embedded steel plate along the whole span either with or without shear studs. It was found that embedded steel plates could improve the strength and the stiffness of coupling beams, while shear studs are required to enhance the plate/RC interaction in order to achieve good inelastic performance under large imposed shear deformations. Equations for calculating the required shear connection strength in the beam span to ensure the plate/RC composite action and for estimating the available plate/RC interface slips to mobilize shear studs have been proposed. © ASCE.en_HK
dc.languageengen_HK
dc.publisherAmerican Society of Civil Engineers. The Journal's web site is located at http://www.pubs.asce.org/journals/st.htmlen_HK
dc.relation.ispartofJournal of Structural Engineeringen_HK
dc.rightsJournal of Structural Engineering. Copyright © American Society of Civil Engineers.en_HK
dc.subjectBeamsen_HK
dc.subjectComposite materialsen_HK
dc.subjectCouplingen_HK
dc.subjectSeismic designen_HK
dc.subjectSteel platesen_HK
dc.subjectStudsen_HK
dc.titleExperimental study on embedded steel plate composite coupling beamsen_HK
dc.typeArticleen_HK
dc.identifier.openurlhttp://library.hku.hk:4550/resserv?sid=HKU:IR&issn=0733-9445&volume=131&issue=8&spage=1294&epage=1302&date=2005&atitle=Experimental+study+on+embedded+steel+plate+composite+coupling+beamsen_HK
dc.identifier.emailSu, RKL:klsu@hkucc.hku.hken_HK
dc.identifier.emailPam, HJ:pamhoatjoen@hku.hken_HK
dc.identifier.authoritySu, RKL=rp00072en_HK
dc.identifier.authorityPam, HJ=rp00071en_HK
dc.description.naturelink_to_subscribed_fulltext-
dc.identifier.doi10.1061/(ASCE)0733-9445(2005)131:8(1294)en_HK
dc.identifier.scopuseid_2-s2.0-24344510208en_HK
dc.identifier.hkuros117968en_HK
dc.relation.referenceshttp://www.scopus.com/mlt/select.url?eid=2-s2.0-24344510208&selection=ref&src=s&origin=recordpageen_HK
dc.identifier.volume131en_HK
dc.identifier.issue8en_HK
dc.identifier.spage1294en_HK
dc.identifier.epage1302en_HK
dc.identifier.isiWOS:000230707600014-
dc.publisher.placeUnited Statesen_HK
dc.relation.projectReinforced concrete coupling beams with embedded steel plate-
dc.identifier.scopusauthoridLam, WY=8932010300en_HK
dc.identifier.scopusauthoridSu, RKL=7102627096en_HK
dc.identifier.scopusauthoridPam, HJ=6602976141en_HK

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