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Article: Effects of plastic hinges on partial interaction behaviour of bolted side-plated beams

TitleEffects of plastic hinges on partial interaction behaviour of bolted side-plated beams
Authors
KeywordsBolts
Curvature
Non-linear
Plate
Reinforced concrete beams
Slip strain
Issue Date2010
PublisherElsevier Ltd. The Journal's web site is located at http://www.elsevier.com/locate/jcsr
Citation
Journal Of Constructional Steel Research, 2010, v. 66 n. 5, p. 622-633 How to Cite?
AbstractSlips of mechanical connectors in steel plate reinforced concrete (RC) structures can significantly affect the load-carrying capacity of the structures. The difference in deformation between the steel plate and the reinforced concrete counterpart is known as partial interaction. In this study, the flexural behaviour of bolted side-plated (BSP) reinforced concrete beams was investigated experimentally. Two new deformation-based parameters, namely the strain factor and curvature factor, were introduced to quantify the degree of partial interaction between the RC beam and the steel plates. The experimental results revealed that the degree of partial interaction between RC beams and steel plates could be reduced by as much as 50% when the BSP beam proceeded from a linear to a non-linear stage in which plastic hinges have formed in critical sections. Consequently, the load-carrying capacity was reduced by up to 30% of the theoretical additional strength provided by the bolt-plate system, which is more than double the allowance proposed previously in the literature. The under-estimation of the effect of partial interaction in composite structures can result in unsafe design. © 2010 Elsevier Ltd. All rights reserved.
Persistent Identifierhttp://hdl.handle.net/10722/71654
ISSN
2023 Impact Factor: 4.0
2023 SCImago Journal Rankings: 1.261
ISI Accession Number ID
References

 

DC FieldValueLanguage
dc.contributor.authorSiu, WHen_HK
dc.contributor.authorSu, RKLen_HK
dc.date.accessioned2010-09-06T06:33:57Z-
dc.date.available2010-09-06T06:33:57Z-
dc.date.issued2010en_HK
dc.identifier.citationJournal Of Constructional Steel Research, 2010, v. 66 n. 5, p. 622-633en_HK
dc.identifier.issn0143-974Xen_HK
dc.identifier.urihttp://hdl.handle.net/10722/71654-
dc.description.abstractSlips of mechanical connectors in steel plate reinforced concrete (RC) structures can significantly affect the load-carrying capacity of the structures. The difference in deformation between the steel plate and the reinforced concrete counterpart is known as partial interaction. In this study, the flexural behaviour of bolted side-plated (BSP) reinforced concrete beams was investigated experimentally. Two new deformation-based parameters, namely the strain factor and curvature factor, were introduced to quantify the degree of partial interaction between the RC beam and the steel plates. The experimental results revealed that the degree of partial interaction between RC beams and steel plates could be reduced by as much as 50% when the BSP beam proceeded from a linear to a non-linear stage in which plastic hinges have formed in critical sections. Consequently, the load-carrying capacity was reduced by up to 30% of the theoretical additional strength provided by the bolt-plate system, which is more than double the allowance proposed previously in the literature. The under-estimation of the effect of partial interaction in composite structures can result in unsafe design. © 2010 Elsevier Ltd. All rights reserved.en_HK
dc.languageengen_HK
dc.publisherElsevier Ltd. The Journal's web site is located at http://www.elsevier.com/locate/jcsren_HK
dc.relation.ispartofJournal of Constructional Steel Researchen_HK
dc.rightsThis work is licensed under a Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International License.-
dc.subjectBoltsen_HK
dc.subjectCurvatureen_HK
dc.subjectNon-linearen_HK
dc.subjectPlateen_HK
dc.subjectReinforced concrete beamsen_HK
dc.subjectSlip strainen_HK
dc.titleEffects of plastic hinges on partial interaction behaviour of bolted side-plated beamsen_HK
dc.typeArticleen_HK
dc.identifier.openurlhttp://library.hku.hk:4550/resserv?sid=HKU:IR&issn=0143-974X&volume=66&issue=5&spage=622&epage=633&date=2010&atitle=Effects+of+plastic+hinges+on+partial+interaction+behaviour+of+bolted+side-plated+beamsen_HK
dc.identifier.emailSu, RKL:klsu@hkucc.hku.hken_HK
dc.identifier.authoritySu, RKL=rp00072en_HK
dc.description.naturepostprint-
dc.identifier.doi10.1016/j.jcsr.2010.01.002en_HK
dc.identifier.scopuseid_2-s2.0-75849154481en_HK
dc.identifier.hkuros168862en_HK
dc.relation.referenceshttp://www.scopus.com/mlt/select.url?eid=2-s2.0-75849154481&selection=ref&src=s&origin=recordpageen_HK
dc.identifier.volume66en_HK
dc.identifier.issue5en_HK
dc.identifier.spage622en_HK
dc.identifier.epage633en_HK
dc.identifier.isiWOS:000275576500002-
dc.publisher.placeUnited Kingdomen_HK
dc.identifier.scopusauthoridSiu, WH=16067749400en_HK
dc.identifier.scopusauthoridSu, RKL=7102627096en_HK
dc.identifier.citeulike6641775-
dc.identifier.issnl0143-974X-

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