Theoretical Model for Fiber-Reinforced Polymer-Confined Concrete

By Jin-Guang Teng, Yl L. Huang, L. Lam, L. Ye. 2007

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Lateral Strain-to-Axial Strain Relationship of Confined Concrete (2015, methodology): “of FRP-confined concrete test results (Mirmiran and Shahawy 1997; Harries and Kharel 2002; Teng et al. 2007), including the proposed model, capture the inflection point and ultimate point of the lateral strain-to-axial strain curve more accurately than the models that were based on expressions that ”
Behavior and Modeling of Concrete Confined with FRP Composites of Large Deformability (2011, methodology): “2009) and analysis-oriented models which predict the stress-strain behavior via an incremental process (Mirmiran and Shahawy 1997; Spoestra and Monti 1999; Fam and Rizkalla 2001; Chun and Park 2002; Harries and Kharel 2002; Marques et al. 2004; Binici 2005; Teng et al. 2007; Jiang and Teng 2007; Lee”
FRP-confined concrete in circular sections: Review and assessment of stress-strain models (2013, background): “[ 62 ] Po po vi cs [3 4] (E q.”
Monotonic axial behavior and modelling of RC circular columns confined with CFRP (2010, methodology): “Since the pioneering experimental work [6], many studies have been conducted on compressive strength and stress–strain behavior of FRP [6–38].”