Compressive behavior of carbon fiber reinforced polymer-confined concrete in elliptical columns

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Axial stress–strain relationship for FRP confined circular and rectangular concrete columns (2006, background): “Note that within the practical range of confinement ratios where most of the available experimental data concentrates ðf‘=f 0c less than about 0.75), except for the conservative values given by Lam and Teng [13], the range of values of the confinement effectiveness f 0cc=f 0 c predicted using either”
BEHAVIOR AND MODELING OF FIBER REINFORCED POLYMER-CONFINED CONCRETE (2004, background): “2003) and elliptical columns (Pan et al. 2002; Teng and Lam 2002), and limited testing has been carried out on the cyclic behavior of FRP-confined concrete under compression (Mirmiran and Shahawy 1997a; Rodrigues and da Silva 2001a; 2001b; Ilki and Kumbasar 2002; Jin 2002; Lam et al.”
Application of polymer composites in civil construction : A general review (2008, methodology): “Lam and Teng [181] developed a stress–strain curve with fibers in hoop direction only, which can be directly used in design.”
Applications of FRP Composites in Concrete Columns (2004, background): “The research on concrete filled FRP tubes was mainly directed to developing stress strain models of concrete confined by FRP from uniaxial compression tests of FRP-encased concrete cylinders (Fardis 1982; Teng and Lam 2002; Mirmiran 1997; Toutanji 1999; Xiao and Wu 2000).”