Performance of fiber-reinforced polymer-wrapped reinforced concrete column under combined axial-flexural loading

By O. Chaallal, M. Shahawy. 2000

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Axial and Flexural Performance of Square RC Columns Wrapped with CFRP under Eccentric Loading (2012, methodology): “Due to the significant effect of longitudinal fiber in eccentric loading (Chaallal and Shahawy 2000; Hadi 2007a), one layer of CFRP straps was applied longitudinally in combination with two layers of CFRP wrapped circumferentially.”
Fundamental Principles That Govern Retrofitting of Reinforced Concrete Columns by Steel and FRP Jacketing (2006, background): “…Bradford 1995; Seible et al. 1997; Xiao and Ma 1997; Mirmiran and Shahawy 1997 a and b; Hanna and Jones 1997; Xiao et al. 1999; Saafi et al. 1999; Chaallal and Shahawy 2000; Liu et al. 2000; Thériault and Neale 2000; Karbhari 2001; Lau and Zhou 2001; Pessiki et al. 2001; Parvin and Wang 2001;…”
Axial stress–strain relationship for FRP confined circular and rectangular concrete columns (2006, background): “Most of the available studies on the axial strength characteristics of FRP confined columns have concentrated on circular columns, while relatively very few addressed rectangular columns [2,3].”