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Conference Paper: The use of bolted side plates for flexural strengthened of reinforced concrete beams

TitleThe use of bolted side plates for flexural strengthened of reinforced concrete beams
Authors
Issue Date2018
PublisherThe Hong Kong Institution of Engineers.
Citation
Proceedings of the Hong Kong Institution of Engineers (HKIE) Structural Division Annual Seminar 2018: Urban Revitalization Moving Ahead: Strengthening and Retrofitting of Structures, Hong Kong, 8 March 2018, p. 95-112 How to Cite?
AbstractReinforced concrete 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 beams has become a crucial problem for revitalization of old buildings in Hong Kong. The use of bolted steel plates for flexural strengthening of existing reinforced concrete beams has been proven experimentally and practically to be effective in solving the problem. In this paper, experimental, numerical and theoretical studies conducted at The University of Hong Kong and Tongji University on flexural strengthening of reinforced concrete beams using bolted external steel plates are reviewed. A simplified model suitable for strengthening design of reinforced concrete beams is presented.
Persistent Identifierhttp://hdl.handle.net/10722/254850

 

DC FieldValueLanguage
dc.contributor.authorSu, KL-
dc.contributor.authorLi, LZ-
dc.date.accessioned2018-06-21T01:07:34Z-
dc.date.available2018-06-21T01:07:34Z-
dc.date.issued2018-
dc.identifier.citationProceedings of the Hong Kong Institution of Engineers (HKIE) Structural Division Annual Seminar 2018: Urban Revitalization Moving Ahead: Strengthening and Retrofitting of Structures, Hong Kong, 8 March 2018, p. 95-112-
dc.identifier.urihttp://hdl.handle.net/10722/254850-
dc.description.abstractReinforced concrete 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 beams has become a crucial problem for revitalization of old buildings in Hong Kong. The use of bolted steel plates for flexural strengthening of existing reinforced concrete beams has been proven experimentally and practically to be effective in solving the problem. In this paper, experimental, numerical and theoretical studies conducted at The University of Hong Kong and Tongji University on flexural strengthening of reinforced concrete beams using bolted external steel plates are reviewed. A simplified model suitable for strengthening design of reinforced concrete beams is presented.-
dc.languageeng-
dc.publisherThe Hong Kong Institution of Engineers. -
dc.relation.ispartofHong Kong Institution of Engineers (HKIE) Structural Division Annual Seminar 2018: Proceedings of Urban Revitalization Moving Ahead: Strengthening and Retrofitting of Structures-
dc.titleThe use of bolted side plates for flexural strengthened of reinforced concrete beams-
dc.typeConference_Paper-
dc.identifier.emailSu, KL: klsu@hkucc.hku.hk-
dc.identifier.authoritySu, KL=rp00072-
dc.identifier.hkuros285582-
dc.identifier.spage95-
dc.identifier.epage112-
dc.publisher.placeHong Kong-

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