Publication:
Capacity assessment and design of CFRP-strengthened steel channel columns

Simple item page
dc.citedby7
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.accessioned2023-12-29T07:44:26Z
dc.date.available2023-12-29T07:44:26Z
dc.date.issued2013
dc.description.abstractThis paper presents a design method (BS5950-5) to predict the allowable load carrying capacity of cold formed steel channel section strengthened by carbon fiber reformed polymer composites applied to the web of the beam. A specimen is presented to illustrate the proposed design approach. The validity of the proposed design method has been verified by comparing with the experimental test results. A series of compression tests were conducted on plain and CFRP strengthened steel sections of different geometries. This paper also contains the consequences obtained by comparing the strengths of plain and CFRP strengthened steel columns using compression test. The findings showed that the strength of CFRP strengthened steel columns were up to 10% greater than plain cold form steel sections.en_US
dc.description.natureFinalen_US
dc.identifier.epage4261
dc.identifier.issue4
dc.identifier.scopus2-s2.0-84877686112
dc.identifier.spage4255
dc.identifier.urihttps://www.scopus.com/inward/record.uri?eid=2-s2.0-84877686112&partnerID=40&md5=4a18873b4ff597628b02a1466581a09f
dc.identifier.urihttps://irepository.uniten.edu.my/handle/123456789/30091
dc.identifier.volume6
dc.pagecount6
dc.sourceScopus
dc.sourcetitleIndian Journal of Science and Technology
dc.subjectAxial compression
dc.subjectCFRP
dc.subjectCFRP strengthening
dc.subjectCold formed steel
dc.titleCapacity assessment and design of CFRP-strengthened steel channel columnsen_US
dc.typeArticleen_US
dspace.entity.typePublication
Files
Collections
SCOPUS