COMPRESSIVE BEHAVIOUR OF CARBON FIBRE COMPOSITE JACKETED CONCRETE WITH CIRCULAR AND NON-CIRCULAR CROSS-SECTIONS

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Influence of concrete strength and confinement method on axial compressive behavior of FRP confined high- and ultra high-strength concrete (2013, background): “It is now well understood that the hoop rupture strains recorded in FRP-confined concrete specimens (εh,rup) are often smaller than the ultimate tensile strain of the fibers (εfu) reported by the manufacturer [5, 11, 25-27].”
Axial Compressive Behavior of Square and Rectangular High-Strength Concrete-Filled FRP Tubes (2013, unknown): “It has been discussed previously in a number of studies (e.g., Pessiki et al. 2001; Ilki and Kumbasar 2003; Lam and Teng 2003, 2004; Ozbakkaloglu and Akin 2011) that the ultimate hoop strain εh,rup reached in the FRP jacket is often smaller than the ultimate tensile strain of the fibers εfu, which…”