Experimental and Theoretical Investigation on Compressive Behaviour of CFRP- and SFRP Confined Concrete Cylinders

atmire.migration.oldid3735
dc.contributor.advisorEl-Hacha, Raafat
dc.contributor.authorSalameh, Nisreen
dc.date.accessioned2015-09-29T20:41:24Z
dc.date.available2015-11-20T08:00:43Z
dc.date.issued2015-09-29
dc.date.submitted2015en
dc.description.abstractA combined experimental and theoretical investigation into the compressive behaviour of CFRP- and SFRP-confined concrete is presented in this thesis. The experimental investigation included testing of small-scale unreinforced CFRP- and SFRP-confined concrete cylinders under axial compression. Fundamental aspects of compression behaviours such as failure mode, ultimate strength, ultimate strain, stress-strain response, ductility enhancement were closely examined. The theoretical investigation included performance assessment of some existing empirical, analytical and design code confinement. Modification to one of the existing models is proposed. The new model provided more accurate predictions of the ultimate strength, ultimate axial strain and stress-strain response of FRP-confined concrete Furthermore, the Drucker-Prager (DP) plasticity model parameters were derived and implemented in numerical Finite Element analyses to simulate the behaviour of FRP-confined concrete. It has been found that the DP model can give close predictions of confined concrete compressive behaviour should accurate material parameters be defined.en_US
dc.identifier.citationSalameh, N. (2015). Experimental and Theoretical Investigation on Compressive Behaviour of CFRP- and SFRP Confined Concrete Cylinders (Master's thesis, University of Calgary, Calgary, Canada). Retrieved from https://prism.ucalgary.ca. doi:10.11575/PRISM/26056en_US
dc.identifier.doihttp://dx.doi.org/10.11575/PRISM/26056
dc.identifier.urihttp://hdl.handle.net/11023/2554
dc.language.isoeng
dc.publisher.facultyGraduate Studies
dc.publisher.institutionUniversity of Calgaryen
dc.publisher.placeCalgaryen
dc.rightsUniversity of Calgary graduate students retain copyright ownership and moral rights for their thesis. You may use this material in any way that is permitted by the Copyright Act or through licensing that has been assigned to the document. For uses that are not allowable under copyright legislation or licensing, you are required to seek permission.
dc.subjectEngineering
dc.subject.classificationSFRPen_US
dc.titleExperimental and Theoretical Investigation on Compressive Behaviour of CFRP- and SFRP Confined Concrete Cylinders
dc.typemaster thesis
thesis.degree.disciplineCivil Engineering
thesis.degree.grantorUniversity of Calgary
thesis.degree.nameMaster of Science (MSc)
ucalgary.item.requestcopytrue
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