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dc.contributor.authorPham, Thong
dc.contributor.authorYoussed, J.
dc.contributor.authorHadi, M.
dc.contributor.authorTran, T.
dc.date.accessioned2017-01-30T15:02:04Z
dc.date.available2017-01-30T15:02:04Z
dc.date.created2016-07-26T19:30:18Z
dc.date.issued2016
dc.identifier.citationPham, T. and Youssed, J. and Hadi, M. and Tran, T. 2016. Effect of different FRP wrapping arrangements on the confinement mechanism. Procedia Engineering. 142: pp. 307-313.
dc.identifier.urihttp://hdl.handle.net/20.500.11937/42769
dc.identifier.doi10.1016/j.proeng.2016.02.051
dc.description.abstract

This study aims to investigate the structural behavior and failure modes of fiber-reinforced-polymer (FRP) confined concrete wrapped with different FRP arrangements. A total of twenty four specimens were cast and tested, with three of these specimens acting as reference specimens and the remaining specimens wrapped with different types of FRP (CFRP and GFRP) by different wrapping arrangements. They include fully wrapped, partially wrapped and non-uniformly wrapped concrete cylinders. The non-uniformly wrapped concrete cylinders provided higher compressive strengths and strain for FRP-confined concrete, in comparison with conventional fully wrapping arrangements. The effect of confinement level on the effectiveness of FRP confinement is also investigated. In addition, the partially wrapping arrangements changes the failure modes of the specimens and the angle of the failure surface.

dc.titleEffect of different FRP wrapping arrangements on the confinement mechanism
dc.typeConference Paper
dcterms.source.volume142
dcterms.source.startPage306
dcterms.source.endPage312
dcterms.source.titleProcedia Engineering
dcterms.source.seriesProcedia Engineering
curtin.note

This open access article is distributed under the Creative Commons license http://creativecommons.org/licenses/by-nc-nd/4.0/

curtin.departmentDepartment of Civil Engineering
curtin.accessStatusOpen access


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