Experimental Study of Normal- and High-Strength Concrete Confined with Fiber-Reinforced Polymers

By C. Cui, S. Sheikh. 2010

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Experimental testing and analytical modeling of CFRP-confined large circular RC columns subjected to cyclic axial compression (2012, methodology): “One example is the use of much higher strength concrete in Cui and Sheikh’s [9] tests than the concrete strength used to calibrate the model.”
Behavior of steel fiber-reinforced high-strength concrete-filled FRP tube columns under axial compression (2015, background): “, [19–27]), which have been complemented by a comprehensive experimental program that has been underway at the University of Adelaide on the behavior of FRP–HSC composite columns [28–38].”
Axial Compressive Behavior of Square and Rectangular High-Strength Concrete-Filled FRP Tubes (2013, background): “…reported on FRP-wrapped HSC cylinders (Rousakis 2001; Berthet et al. 2005; Mandal et al. 2005; Almusallam 2007; Eid et al 2009; Wu et al. 2009; Cui and Sheikh 2010; Xiao et al. 2010; Ozbakkaloglu and Akin 2011) and just one on FRP-wrapped HSC specimens with square cross-sections (Wang and Wu…”