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Experimental investigation of bond characteristics between CFRP and steel under tensile loads

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dc.citedby1
dc.contributor.authorKalavagunta S.en_US
dc.contributor.authorNaganathan S.en_US
dc.contributor.authorBin Mustapha K.N.en_US
dc.contributor.authorRezaii A.S.en_US
dc.contributor.authorid55695387900en_US
dc.contributor.authorid30267872100en_US
dc.contributor.authorid26032672000en_US
dc.contributor.authorid54409246200en_US
dc.date.accessioned2023-05-29T06:13:43Z
dc.date.available2023-05-29T06:13:43Z
dc.date.issued2016
dc.descriptionBond length; Bond strength (chemical); Bonding; Carbon; Carbon fiber reinforced plastics; Debonding; Fiber reinforced plastics; Bond characteristics; Carbon fiber reinforced polymer; Cold-formed steel; Damaged infrastructure; Experimental investigations; In-depth understanding; Strengthening methods; Surface preparation technology; Strengthening (metal)en_US
dc.description.abstractRehabilitation of damaged infrastructure has become a priority in recent years as an alternative to the daunting costs of rebuilding structures. Traditional strengthening methods have drawbacks, many of which can be overcome through the use of carbon fiber reinforced polymer CFRP. Considerable research has been directed to investigate the effectiveness of bond length and strength between CFRP and steel. Research results indicated that significant increase in strength due to CFRP strengthening can be obtained. Nevertheless, in-depth understanding of debonding failures along the steel-epoxy interface is still a challenging issue. This paper presents three different experimental models with new surface preparation to increase bond strength and control debonding failure between CFRP fabrics and steel. The experimental results indicated that debonding failure can be controlled to some extent with proposed surface preparation technology. � 2016 JUST. All Rights Reserved.en_US
dc.description.natureFinalen_US
dc.identifier.doi10.14525/JJCE.10.3.3607
dc.identifier.epage351
dc.identifier.issue3
dc.identifier.scopus2-s2.0-84976382033
dc.identifier.spage339
dc.identifier.urihttps://www.scopus.com/inward/record.uri?eid=2-s2.0-84976382033&doi=10.14525%2fJJCE.10.3.3607&partnerID=40&md5=208323e41f6cfeaec0c0829dd35747a2
dc.identifier.urihttps://irepository.uniten.edu.my/handle/123456789/22959
dc.identifier.volume10
dc.publisherJordan University of Science and Technologyen_US
dc.sourceScopus
dc.sourcetitleJordan Journal of Civil Engineering
dc.titleExperimental investigation of bond characteristics between CFRP and steel under tensile loadsen_US
dc.typeArticleen_US
dspace.entity.typePublication
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