Influence of Concrete Strength on Confinement Effectiveness of Fiber-Reinforced Polymer Circular Jackets

By S. Mandal, A. Hoskin, A. Fam. 2005

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Axial Compressive Behavior of Square and Rectangular High-Strength Concrete-Filled FRP Tubes (2013, background): “…these studies have been concerned with circular CFFTs (Mastrapa 1997; Saafi et al. 1999; Tegola and Manni 1999; 3 Mirmiran et al. 2001; Moss 2001; Mandal et al. 2005; Zhu et al. 2005; Li 2006; Mohamed and Masmoudi 2010; Park et al. 2011), and only a few studies have investigated the axial…”
Strengthening fire-damaged concrete by confinement with fibre-reinforced polymer wraps (2011, background): “This suggests that the enhancement of concrete strength depends not on the unconfined compressive strength, as has been suggested by previous researchers [20], but on the fundamental physical characteristics (e.”
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 stress–strain relationship for FRP confined circular and rectangular concrete columns (2006, unknown): “[22] for small-scale circular column specimens.”
FRP-confined concrete in circular sections: Review and assessment of stress-strain models (2013, unknown): “[117] N/A N/A N/A f 0 cc f 0 co 1⁄4 0:0017 El flu f 0 co 2 þ 0:0232 El flu f 0 co þ 1 ecu eco 1⁄4 0:0136 El flu f 0 co 2 þ 0:0842 El flu f 0 co þ 1 No”