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Article: Use of bolted steel plates for strengthening of reinforced concrete beams and columns

TitleUse of bolted steel plates for strengthening of reinforced concrete beams and columns
Authors
KeywordsBolt slips
Bolted steel plate
Partial interaction
Plate buckling
Strengthening
Issue Date2011
PublisherTaylor & Francis Ltd. The Journal's web site is located at http://www.tandf.co.uk/journals/titles/19373260.asp
Citation
The IES Journal Part A: Civil And Structural Engineering, 2011, v. 4 n. 2, p. 55-68 How to Cite?
AbstractReinforced concrete (RC) structures often need strengthening due to defective construction, having higher loads than those foreseen in the initial design of the structure, or as a result of material deterioration or accidental damage. The need for strengthening concrete structures has become a crucial problem not only in developed countries but also in China and other developing countries. The use of bolted steel plates to retrofit existing RC structural components has been proven experimentally and practically to be effective in solving the problem. In this article, experimental and numerical studies conducted at The University of Hong Kong on the strengthening of RCcoupling beams, floor beams, and columns using bolted external steel plates are summarised. Features and design principles of this strengthening method are discussed. © 2011 The Institution of Engineers, Singapore.
Persistent Identifierhttp://hdl.handle.net/10722/137224
ISSN
2015 SCImago Journal Rankings: 0.228
References

 

DC FieldValueLanguage
dc.contributor.authorSu, RKLen_HK
dc.contributor.authorCheng, Ben_HK
dc.contributor.authorWang, Len_HK
dc.contributor.authorSiu, WHen_HK
dc.contributor.authorZhu, Yen_HK
dc.date.accessioned2011-08-26T14:19:25Z-
dc.date.available2011-08-26T14:19:25Z-
dc.date.issued2011en_HK
dc.identifier.citationThe IES Journal Part A: Civil And Structural Engineering, 2011, v. 4 n. 2, p. 55-68en_HK
dc.identifier.issn1937-3260en_HK
dc.identifier.urihttp://hdl.handle.net/10722/137224-
dc.description.abstractReinforced concrete (RC) structures often need strengthening due to defective construction, having higher loads than those foreseen in the initial design of the structure, or as a result of material deterioration or accidental damage. The need for strengthening concrete structures has become a crucial problem not only in developed countries but also in China and other developing countries. The use of bolted steel plates to retrofit existing RC structural components has been proven experimentally and practically to be effective in solving the problem. In this article, experimental and numerical studies conducted at The University of Hong Kong on the strengthening of RCcoupling beams, floor beams, and columns using bolted external steel plates are summarised. Features and design principles of this strengthening method are discussed. © 2011 The Institution of Engineers, Singapore.en_HK
dc.languageengen_US
dc.publisherTaylor & Francis Ltd. The Journal's web site is located at http://www.tandf.co.uk/journals/titles/19373260.aspen_US
dc.relation.ispartofThe IES Journal Part A: Civil and Structural Engineeringen_HK
dc.rightsThis is an electronic version of an article published in The IES Journal Part A: Civil And Structural Engineering, 2011, v. 4 n. 2, p. 55-68. The article is available online at: http://www.tandfonline.com/doi/abs/10.1080/19373260.2011.567816-
dc.rightsCreative Commons: Attribution 3.0 Hong Kong License-
dc.subjectBolt slipsen_HK
dc.subjectBolted steel plateen_HK
dc.subjectPartial interactionen_HK
dc.subjectPlate bucklingen_HK
dc.subjectStrengtheningen_HK
dc.titleUse of bolted steel plates for strengthening of reinforced concrete beams and columnsen_HK
dc.typeArticleen_HK
dc.identifier.emailSu, RKL:klsu@hkucc.hku.hken_HK
dc.identifier.authoritySu, RKL=rp00072en_HK
dc.description.naturepostprint-
dc.identifier.doi10.1080/19373260.2011.567816en_HK
dc.identifier.scopuseid_2-s2.0-79957956612en_HK
dc.identifier.hkuros189387en_US
dc.relation.referenceshttp://www.scopus.com/mlt/select.url?eid=2-s2.0-79957956612&selection=ref&src=s&origin=recordpageen_HK
dc.identifier.volume4en_HK
dc.identifier.issue2en_HK
dc.identifier.spage55en_HK
dc.identifier.epage68en_HK
dc.identifier.scopusauthoridSu, RKL=7102627096en_HK
dc.identifier.scopusauthoridCheng, B=36991483100en_HK
dc.identifier.scopusauthoridWang, L=40662172900en_HK
dc.identifier.scopusauthoridSiu, WH=16067749400en_HK
dc.identifier.scopusauthoridZhu, Y=8593697300en_HK

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