Design-Oriented Stress-Strain Model for FRP-Confined Concrete in Rectangular Columns

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Seismic retrofit of reinforced concrete short columns by CFRP materials (2008, background): “The premature failure of the FRP reinforcement may be due to irregularities in the concrete [17,18]; this phenomenon is more pronounced for square sections.”
Fundamental Principles That Govern Retrofitting of Reinforced Concrete Columns by Steel and FRP Jacketing (2006, background): “A comprehensive review on the stress-strain modeling of concrete in rectilinear columns can be found in the work by Lam and Teng (2003b), in which a practical design oriented model is also developed.”
Axial Compressive Behavior of Square and Rectangular High-Strength Concrete-Filled FRP Tubes (2013, background): “This observation is not in agreement with those can be drawn from the previous studies reported on FRP-confined NSC (Lam and Teng 2003, Ozbakkaloglu and Oehlers 2008a; Wu and Wei 2010) where the influence of the aspect ratio on the slope of the second portion of the stress-strain relationship was…”