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Results 1-10 of 12 (Search time: 0.002 seconds).
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PreviewIssue DateTitleAuthor(s)
2013Influence of silica fume on stress-strain behavior of FRP-confined HSCLim, J.; Ozbakkaloglu, T.; Asia-Pacific Conference on FRP in Structures (APFIS) (11 Dec 2013 - 13 Dec 2013 : Melbourne)
2013Dilation behavior of FRP-confined concreteLim, J.; Ozbakkaloglu, T.; Barros, J.; Sena-Cruz, J.; International Symposium on Fiber Reinforced Polymers for Reinforced Concrete Structures (FRPRCS) (26 Jun 2013 - 28 Jun 2013 : Portugal)
2008Confinement effectiveness of rectangular concrete-filled FRP tubesOzbakkaloglu, T.; Lim, J.; Oehlers, D.; International Conference on FRP Composites in Civil Engineering (4th : 2008 : Zurich, Switzerland)
2013A confinement model for FRP-confined normal and high-strength concrete in square and rectangular sectionsLim, J.; Ozbakkaloglu, T.; Asia-Pacific Conference on FRP in Structures (4th : 2013 : Melbourne)
2008FRP-confined high-strength concrete under axial cyclic compressionOzbakkaloglu, T.; Lim, J.; Griffith, M.; International Conference on FRP Composites in Civil Engineering (4th : 2008 : Zurich, Switzerland)
2013FRP-confined high-strength concrete in circular sections: summary of test database and a new design-oriented modelLim, J.; Ozbakkaloglu, T.; International Symposium on Fiber Reinforced Polymers for Reinforced Concrete Structures (FRPRCS) (26 Jun 2013 - 28 Jun 2013 : Portugal)
2014Stress–strain model for normal-and light-weight concretes under uniaxial and triaxial compressionLim, J.; Ozbakkaloglu, T.
2013Axial compressive behavior of FRP-confined concrete: Experimental test database and a new design-oriented modelOzbakkaloglu, T.; Lim, J.
2013A simple design-oriented model for FRP-confined high-strength concreteLim, J.; Ozbakkaloglu, T.; Xu, B.; Li, H.; International Conference on Building Materials and Structural Engineering (BMSE) (24 May 2013 - 25 May 2013 : Beijing)
2013FRP-confined concrete in circular sections: Review and assessment of stress-strain modelsOzbakkaloglu, T.; Lim, J.; Vincent, T.

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