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Conference Paper: The use of bolted side plates for flexural strengthened of reinforced concrete beams
Title | The use of bolted side plates for flexural strengthened of reinforced concrete beams |
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Authors | |
Issue Date | 2018 |
Publisher | The 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? |
Abstract | Reinforced 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 Identifier | http://hdl.handle.net/10722/254850 |
DC Field | Value | Language |
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dc.contributor.author | Su, KL | - |
dc.contributor.author | Li, LZ | - |
dc.date.accessioned | 2018-06-21T01:07:34Z | - |
dc.date.available | 2018-06-21T01:07:34Z | - |
dc.date.issued | 2018 | - |
dc.identifier.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 | - |
dc.identifier.uri | http://hdl.handle.net/10722/254850 | - |
dc.description.abstract | Reinforced 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.language | eng | - |
dc.publisher | The Hong Kong Institution of Engineers. | - |
dc.relation.ispartof | Hong Kong Institution of Engineers (HKIE) Structural Division Annual Seminar 2018: Proceedings of Urban Revitalization Moving Ahead: Strengthening and Retrofitting of Structures | - |
dc.title | The use of bolted side plates for flexural strengthened of reinforced concrete beams | - |
dc.type | Conference_Paper | - |
dc.identifier.email | Su, KL: klsu@hkucc.hku.hk | - |
dc.identifier.authority | Su, KL=rp00072 | - |
dc.identifier.hkuros | 285582 | - |
dc.identifier.spage | 95 | - |
dc.identifier.epage | 112 | - |
dc.publisher.place | Hong Kong | - |