DISTURBED STRESS FIELD MODEL FOR REINFORCED CONCRETE: FORMULATION

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Development of the 2004 Canadian Standards Association (CSA) A23.3 shear provisions for reinforced concrete (2006, methodology): “Despite this, the 2004 shear design procedures continue to be based on the MCFT, as the new refinements primarily affect the load– deformation behaviour but have small effects on the ultimate shear strength predictions of practical elements (Vecchio et al. 2001).”
Numerical integration of a class of 3d plastic-damage concrete models and condensation of 3d stress–strain relations for use in beam finite elements (2009, methodology): “For the description of the concrete stress–strain response, they used the relations of the disturbed stress fieldmodel by Vecchio [33].”
Behavior and modeling of superelastic shape memory alloy reinforced concrete beams (2013, methodology): “VecTor2 uses a smeared, rotatingcrack formulation based on the Modified Compression Field Theory [27] and the Disturbed Stress Field Model [28].”
Shear Strength of Members without Transverse Reinforcement as Function of Critical Shear Crack Width (2008, methodology): “(5) and solving the resulting quadratic equation.”