Concrete confined by FRP material: a plasticity approach

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FRP-confined concrete in circular sections: Review and assessment of stress-strain models (2013, methodology): “The analytical models developed by Karabinis and Rousakis [82] and Rousakis et al.”
Behavior of steel fiber-reinforced high-strength concrete-filled FRP tube columns under axial compression (2015, unknown): “, [5–12]) and concrete-filled FRP tubes (CFFTs) (e.”
FRP-confined concrete members: Axial compression experiments and plasticity modelling (2007, methodology): “Consequently an expression accounting for the stress-path dependence in each region is necessary into the initial loading function used for circular FRP confined sections [20].”
Identification of material parameters for Drucker-Prager plasticity model for FRP confined circular concrete columns (2012, methodology): “(18) to an internal friction angle / defined in the Mohr–Coulomb theory when DP yielding cone circumscribes the Mohr–Coulomb hexagonal pyramid (Karabinis and Kiousis, 1996; Karabinis and Rousakis, 2002; Karabinis et al., 2008; Mirmiran et al., 2000; Oh, 2002; Richart et al., 1928; Ritchie, 1962; Rou”
Lateral Strain-to-Axial Strain Relationship of Confined Concrete (2015, unknown): “by Mirmiran and Shahawy (1997) and Harries and Kharel (2002), which were developed exclusively on the basis of FRP-confined concrete test results, were not included in the comparison.”