Behavior and Modeling of Confined High-Strength Concrete

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Axial Compressive Behavior of Square and Rectangular High-Strength Concrete-Filled FRP Tubes (2013, background): “However, research on the compressive behavior of FRP-confined HSC, in general, and on HSCFFT, in particular, has so far been extremely limited, with only a handful of studies reported on FRP-wrapped HSC cylinders (Rousakis 2001; Berthet et al. 2005; Mandal et al. 2005; Almusallam 2007; Eid et al 200”
A constitutive model for predicting the lateral strain of confined concrete (2015, methodology): “PC-112-5319 [55] 111.”
Behavior of steel fiber-reinforced high-strength concrete-filled FRP tube columns under axial compression (2015, unknown): “, [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].”
FRP-confined concrete in circular sections: Review and assessment of stress-strain models (2013, background): “[ 64 ] Po po vi cs [3 4] (E q.”