Behavior of FRP Jacketed Concrete Columns under Eccentric Loading

By A. Parvin, Wei Wang. 2001

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Design-Oriented Stress-Strain Model for FRP-Confined Concrete in Rectangular Columns (2003, background): “Two specimens reported by Parvin and Wang [25] are not used in this comparison because corresponding circular specimens were not tested.”
Fundamental Principles That Govern Retrofitting of Reinforced Concrete Columns by Steel and FRP Jacketing (2006, methodology): “Stress-strain models of concrete confined by rectilinear jackets have been derived directly from tests by a few researchers (Demers and Neale 1994; Restrepol and De Vino 1996; Mirmiran et al. 1998; Harries et al. 1998; Rochette and Labossière 2000; Pessiki et al. 2001; Wang and Restrepo 2001; Parvin”
Axial and Flexural Performance of Square RC Columns Wrapped with CFRP under Eccentric Loading (2012, methodology): “Although most concrete columns in the field have square or rectangular cross sections rather than circular ones and may also resist eccentric loads, only a few investigations have studied concrete columns with square or rectangular cross sections (Parvin and Wang 2001; Maaddawy 2009).”