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PreviewIssue DateTitleAuthor(s)
2013Influence of fiber orientation and specimen end condition on axial compressive behavior of FRP-confined concreteVincent, T.; Ozbakkaloglu, T.
2013Axial Compressive Behavior of High- and Ultra High-Strength Concrete-Filled AFRP TubesVincent, T.; Ozbakkaloglu, T.; Huang, Y.; Bao, T.; Wang, H.; International Conference on Structures and Building Materials (ICSBM) (9 Mar 2013 - 10 Mar 2013 : Guizhou, China)
2013Influence of fiber type on behavior of high-strength concrete-filled FRP tubes under concentric compressionVincent, T.; Ozbakkaloglu, T.; Zhao, S.; Xie, Y.M.; Liu, H.; Gao, D.; International Conference on Civil Engineering, Architecture and Sustainable Infrastructure (2013 : Zhengzhou, China)
2013An Experimental Study on the Compressive Behavior of CFRP-Confined High- and Ultra High-Strength ConcreteVincent, T.; Ozbakkaloglu, T.; Huang, Y.; Bao, T.; Wang, H.; International Conference on Structures and Building Materials (ICSBM) (9 Mar 2013 - 10 Mar 2013 : Guizhou, China)
2013The effect of confinement method and specimen end condition on behavior of FRP-confined concrete under concentric compressionVincent, T.; Ozbakkaloglu, T.; Li, T.; International Conference on Civil Engineering, Architecture and Building Materials (3rd : 2013 : Jinan, China)
2013FRP-confined concrete in circular sections: Review and assessment of stress-strain modelsOzbakkaloglu, T.; Lim, J.; Vincent, T.
2013Influence of concrete strength and confinement method on axial compressive behavior of FRP confined high- and ultra high-strength concreteVincent, T.; Ozbakkaloglu, T.