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Article: Strengthening of preloaded RC columns by post compressed plates-a review

TitleStrengthening of preloaded RC columns by post compressed plates-a review
Authors
Wang, LSu, KL
KeywordsPost compressed plates
Preloaded
RC columns
Strengthening
Ultimate load capacity
Issue Date2018
PublisherTechno-Press. The Journal's web site is located at http://technopress.kaist.ac.kr/?journal=sem&subpage=5
Citation
Structural Engineering and Mechanics, 2018, v. 65 n. 4, p. p477-490 How to Cite?
DOI: http://dx.doi.org/10.12989/sem.2018.65.4.477
AbstractReinforced concrete (RC) columns, as the primary load-bearing structural components in buildings, may need to be strengthened due to material deteriorations, changes in usage, new building codes or new design requirements. The use of post compressed plates (PCP) to strengthen existing RC columns has been proven experimentally and practically to be effective in solving stress-lagging effects between the original column and the new strengthening jacket caused by the pre-existing loads. This paper presents a comprehensive summary and review of PCP strengthening techniques to strengthen preloaded RC columns. The failure mode, deformability, and ductility of the strengthened RC columns are reviewed.
Persistent Identifierhttp://hdl.handle.net/10722/254685
ISSN
1225-4568
2021 Impact Factor: 2.998
2020 SCImago Journal Rankings: 0.647
ISI Accession Number ID
WOS:000429347500013

 

DC FieldValueLanguage
dc.contributor.authorWang, L-
dc.contributor.authorSu, KL-
dc.date.accessioned2018-06-21T01:04:53Z-
dc.date.available2018-06-21T01:04:53Z-
dc.date.issued2018-
dc.identifier.citationStructural Engineering and Mechanics, 2018, v. 65 n. 4, p. p477-490-
dc.identifier.issn1225-4568-
dc.identifier.urihttp://hdl.handle.net/10722/254685-
dc.description.abstractReinforced concrete (RC) columns, as the primary load-bearing structural components in buildings, may need to be strengthened due to material deteriorations, changes in usage, new building codes or new design requirements. The use of post compressed plates (PCP) to strengthen existing RC columns has been proven experimentally and practically to be effective in solving stress-lagging effects between the original column and the new strengthening jacket caused by the pre-existing loads. This paper presents a comprehensive summary and review of PCP strengthening techniques to strengthen preloaded RC columns. The failure mode, deformability, and ductility of the strengthened RC columns are reviewed.-
dc.languageeng-
dc.publisherTechno-Press. The Journal's web site is located at http://technopress.kaist.ac.kr/?journal=sem&subpage=5-
dc.relation.ispartofStructural Engineering and Mechanics-
dc.subjectPost compressed plates-
dc.subjectPreloaded-
dc.subjectRC columns-
dc.subjectStrengthening-
dc.subjectUltimate load capacity-
dc.titleStrengthening of preloaded RC columns by post compressed plates-a review-
dc.typeArticle-
dc.identifier.emailSu, KL: klsu@hkucc.hku.hk-
dc.identifier.authoritySu, KL=rp00072-
dc.identifier.doi10.12989/sem.2018.65.4.477-
dc.identifier.scopuseid_2-s2.0-85049686382-
dc.identifier.hkuros285579-
dc.identifier.volume65-
dc.identifier.issue4-
dc.identifier.spagep477-
dc.identifier.epage490-
dc.identifier.isiWOS:000429347500013-
dc.publisher.placeRepublic of Korea-
dc.identifier.issnl1225-4568-

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