Axial stress–strain relationship for FRP confined circular and rectangular concrete columns

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CFRP-Confined Square RC Columns. I: Experimental Investigation (2012, background): “the FRP wraps and the internal hoop reinforcement (Harajli 2006; Ilki et al. 2008; Pellegrino and Modena 2010).”
Experimental testing and analytical modeling of CFRP-confined large circular RC columns subjected to cyclic axial compression (2012, result): “As a direct consequence, the following modified lateral confinement pressure (f 0 1) equation is proposed as follows which is similar in form to that proposed by Haralji [14].”