Behavior of full-scale glass fiber-reinforced polymer reinforced concrete columns under axial load

By A. D. Luca, F. Matta, A. Nanni. 2010

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Behavior of concentrically loaded geopolymer-concrete circular columns reinforced longitudinally and transversely with GFRP bars (2016, background): “In fact, among the current design guidelines and codes of practice for FRP-RC systems, only the Japan Society of Civil Engineers (JSCE) has established a design procedure for FRP-RC columns [27].”
Experimental Investigations on Circular Concrete Columns Reinforced with GFRP Bars and Helices under Different Loading Conditions (2016, background): “…effect of GFRP bars on the concentrically loaded Reinforced Concrete (RC) columns, a few experimental studies were conducted (Alsayed et al. 1999; De Luca 2009; De Luca et al. 2010; Tobbi et al. 2012; Pantelides et al. 2013; Afifi 2013; Afifi et al. 2014a,b; Mohamed et al. 2014; Tobbi et al. 2014).”
Axial load-axial deformation behaviour of circular concrete columns reinforced with GFRP bars and helices (2016, background): “Few experimental studies were conducted to investigate the influence of replacing steel bars with FRP bars on the behaviour of square and circular concrete columns under concentric loads [13-18].”
Seismic performance of concrete columns reinforced with hybrid shape memory alloy (SMA) and fiber reinforced polymer (FRP) bars (2012, background): “Various experimental and numerical studies have been performed on concrete frame components with transverse and longitudinal FRP reinforcement [5,10–17].”