Three dimensional combined fracture-plastic material model for concrete

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Computational applications of a coupled plasticity-damage constitutive model for simulating plain concrete fracture (2010, background): “[5,6,9,28,37,50,59]), where the nominal stress is defined as the macroscale stress acting on both damaged and undamaged material.”
CDPM2: A damage-plasticity approach to modelling the failure of concrete (2013, background): “…stage of hardening to the strength envelope of concrete (Leon, 1935; Etse and Willam, 1994; Willam and Warnke, 1974; Pramono and Willam, 1989; Men´etrey and Willam, 1995; Pivonka, 2001; Grassl et al., 2002; Papanikolaou and Kap-pos, 2007; ˇCervenka and Papanikolaou, 2008; Folino and Etse, 2012).”