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Comparative durability study of CFRP strengthened tubular steel members under cold weather

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dc.contributor.author Kabir, MH
dc.contributor.author Fawzia, S
dc.contributor.author Chan, THT
dc.contributor.author Gamage, JCPH
dc.date.accessioned 2023-03-02T05:49:06Z
dc.date.available 2023-03-02T05:49:06Z
dc.date.issued 2016
dc.identifier.citation Kabir, M. H., Fawzia, S., Chan, T. H. T., & Gamage, J. C. P. H. (2016). Comparative durability study of CFRP strengthened tubular steel members under cold weather. Materials and Structures, 49(5), 1761–1774. https://doi.org/10.1617/s11527-015-0610-x en_US
dc.identifier.issn 1359-5997 en_US
dc.identifier.uri http://dl.lib.uom.lk/handle/123/20650
dc.description.abstract In strengthening systems, the carbon fibre reinforced polymer (CFRP) materials typically have excellent resistance against environmental conditions; however, the performance of adhesives between CFRP and steel is generally affected by various environmental conditions such as marine environment, cold and hot weather. This paper presents the comparative durability study of CFRP strengthened tubular steel structures by using two different adhesives such as MBrace saturant and Araldite K630 under four-point bending. The program consisted of testing twelve CFRP strengthened specimens having treated with epoxy based adhesion promoter, untreated surface and one unstrengthened specimen and conditioned under cold weather for 3 and 6 months to determine the environmental durability. The beams were then loaded to failure in quasi-static manner under four-point bending. The structural responses of CFRP strengthened tubular steel beams were compared in terms of failure load, stiffness and modes of failure. The research findings show that the cold weather immersion had adversely affected the durability of CFRP strengthened steel members. Design factor is also proposed to address the short-terms durability performance under cold weather. en_US
dc.language.iso en en_US
dc.publisher Springer Science+Business Media en_US
dc.subject CFRP en_US
dc.subject Adhesive en_US
dc.subject Durability en_US
dc.subject Tubular steel beam en_US
dc.subject Cold weather en_US
dc.title Comparative durability study of CFRP strengthened tubular steel members under cold weather en_US
dc.type Article-Full-text en_US
dc.identifier.year 2016 en_US
dc.identifier.journal Materials and Structures en_US
dc.identifier.issue 5 en_US
dc.identifier.volume 49 en_US
dc.identifier.database Springer en_US
dc.identifier.pgnos 1761–1774 en_US
dc.identifier.email kgamage@uom.lk en_US
dc.identifier.email tommy.chan@qut.edu.au en_US
dc.identifier.email sabrina.fawzia@qut.edu.au en_US
dc.identifier.email md.kabir@student.qut.edu.au en_US
dc.identifier.doi https://doi.org/10.1617/s11527-015-0610-x en_US


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