Publication:
Axially loaded steel columns strengthened with CFRP

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dc.citedby23
dc.contributor.authorKalavagunta S.en_US
dc.contributor.authorNaganathan S.en_US
dc.contributor.authorMustapha K.N.B.en_US
dc.contributor.authorid55695387900en_US
dc.contributor.authorid30267872100en_US
dc.contributor.authorid26032672000en_US
dc.date.accessioned2023-05-16T02:48:13Z
dc.date.available2023-05-16T02:48:13Z
dc.date.issued2014
dc.description.abstractDuring the recent decades, Carbon Fiber-Reinforced Polymer (CFRP) composite materials have proven valuable properties and suitability to be used in the construction of new buildings and in upgrading the existing ones. The objective of this paper is to review the previous work in this area and compare it with the current experimental results to show the design equations for CFRP strengthened steel structural elements. Research findings have shown that CFRP sheets and strips are not only effective in restoring the lost capacity of a damaged steel section, but are also quite effective in strengthening of steel sections to resist higher loads, extend their fatigue life and reduce crack propagation. © 2014 JUST. All Rights Reserved.en_US
dc.description.natureFinalen_US
dc.identifier.doi10.14525/jjce.8.1.2629
dc.identifier.epage69
dc.identifier.issue1
dc.identifier.scopus2-s2.0-84891332855
dc.identifier.spage58
dc.identifier.urihttps://www.scopus.com/inward/record.uri?eid=2-s2.0-84891332855&doi=10.14525%2fjjce.8.1.2629&partnerID=40&md5=fe5f84d3a9ed0534f6ea67fbb497508a
dc.identifier.urihttps://irepository.uniten.edu.my/handle/123456789/22185
dc.identifier.volume8
dc.publisherJordan University of Science and Technologyen_US
dc.relation.ispartofAll Open Access, Green
dc.sourceScopus
dc.sourcetitleJordan Journal of Civil Engineering
dc.titleAxially loaded steel columns strengthened with CFRPen_US
dc.typeArticleen_US
dspace.entity.typePublication
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