Design of RC Columns Using Glass FRP Reinforcement

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Experimental Investigations on Circular Concrete Columns Reinforced with GFRP Bars and Helices under Different Loading Conditions (2016, methodology): “In the first calculation procedure, the contribution of the GFRP bars in the compression region was ignored and replaced with an equivalent area of concrete, as recommended by Zadeh and Nanni (2013).”
Reinforced Concrete with FRP Bars: Mechanics and Design (2014, methodology): “To avoid this, it is recommended [2] that, for design purposes, the ultimate design strain not exceed a fixed limit of 1%.”
Behavior of concentrically loaded geopolymer-concrete circular columns reinforced longitudinally and transversely with GFRP bars (2016, background): “The L/r of 16 was practically equivalent to the slenderness limit of 17.2 suggested by Mirmiran [53], Mirmiran et al. [54], and Zadeh and Nanni [55] for GFRP-reinforced concrete columns.”
Performance Evaluation of Concrete Columns Reinforced Longitudinally with FRP Bars and Confined with FRP Hoops and Spirals under Axial Load (2014, background): “Recently, valuable research work has been conducted to investigate the behavior of short and long FRP RC columns under concentric loading using reliability, numerical, and theoretical analyses (Zadeh and Nanni 2013; Issa et al. 2011; Deiveegan and Kumaran 2009; Mirmiran et al. 2001).”