Behaviour of FRP strengthened concrete columns under eccentric compression loading

By M. Hadi. 2007

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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].”
Axial load-axial deformation behaviour of circular concrete columns reinforced with GFRP bars and helices (2016, background): “Over the last three decades extensive studies have been conducted on the confinement of concrete columns with FRP sheets [19-29].”
Axial and Flexural Performance of Square RC Columns Wrapped with CFRP under Eccentric Loading (2012, methodology): “Due to the significant effect of longitudinal fiber in eccentric loading (Chaallal and Shahawy 2000; Hadi 2007a), one layer of CFRP straps was applied longitudinally in combination with two layers of CFRP wrapped circumferentially.”