Plastic model with non‐local damage applied to concrete

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Computational applications of a coupled plasticity-damage constitutive model for simulating plain concrete fracture (2010, unknown): “[18,25,32,55,62]), the gradient-dependent theory (e.”
CDPM2: A damage-plasticity approach to modelling the failure of concrete (2013, methodology): “For q h2 = 1, the yield function is identical to the one of CDPM1.”
A damage model with evolving nonlocal interactions (2011, background): “In other words, the integration of incremental constitutive equations cannot be carried out pointwise, as usually is the case with local models, or some specific forms of nonlocal models (e.g. Grassl and Jirásek, 2006).”