Nonlinear finite element modeling of concrete confined by fiber composites

By A. Mirmiran, Kenneth Zagers, W. Yuan. 2000

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FRP-confined concrete in circular sections: Review and assessment of stress-strain models (2013, background): “[91], Parent and Labossiére [92], Yu et al.”
Identification of material parameters for Drucker-Prager plasticity model for FRP confined circular concrete columns (2012, methodology): “The asymptotic model of Oh (2002) overestimates the confinement effect in the beginning and underestimates it near the end for cases with higher confinement stiffness, and is suitable only for concrete under constant confinement which takes effect earlier than the passive one, as shown in Fig.”
A continuum damage mechanics framework for modeling micro-damage healing (2012, background): “1) is nonlinear (e.g. Sinha et al., 1964; Karsan and Jirsa, 1969; Ortiz, 1985; Bari and Hassan, 2000; Mirmiran et al., 2000; Eggeler et al., 2004; Palermo and Vecchio, 2004; Sima et al., 2008).”
BEHAVIOR AND MODELING OF FIBER REINFORCED POLYMER-CONFINED CONCRETE (2004, background): “It should be mentioned that a number of studies exist which have been concerned with the nonlinear finite element analysis of FRPconfined concrete (e.g., Rochette and Labossiere 1996; Mirmiran et al. 2000; Parent and Labossiere 2000).”