Strength and ductility of concrete cylinders confined with FRP composites

By Gang Wu, Z. Lü, Zhishen Wu. 2006

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FRP-confined concrete in circular sections: Review and assessment of stress-strain models (2013, methodology): “[59] k5 parameter in model proposed by Girgin [106] ke hoop strain reduction factor ke,f hoop strain reduction factor of fibers ke,frp hoop strain reduction factor of FRP material ke1 FRP effectiveness factor in model proposed by Miyauchi [9] LTS linear trend slope MSE mean square error m parameter ”
Temperature effect on the mechanical properties of carbon, glass and carbon–glass FRP laminates (2015, unknown): “FRP composites are attractive for use in a wide range of engineering fields because of their high strength-to-weight ratio, corrosion resistance, and potentially high durability characteristics [1–7].”
A constitutive model for predicting the lateral strain of confined concrete (2015, background): “These include: provision of external confinement in the form of fibre composites [11–17], filling of the concrete into steel tubes [18–24] and filling of the concrete into steel tubes with external confinement [25–28].”