An elasto-plastic damage model for reinforced concrete with minimum number of material parameters

By W. Krätzig, R. Pölling. 2004

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Ductility of 3D printed concrete reinforced with short straight steel fibers (2018, result): “As for the strain-softening curve, for plain concrete, exponential functions are frequently used (Hordijk 1991; Cornelissen et al. 1986; Krätzig and Pölling 2004), as they have showed good agreement with experimental results.”
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.”
An elastic plastic damage formulation for concrete: Application to elementary tests and comparison with an isotropic damage model (2006, background): “Applications to concrete were proposed among others, by Oller et al. [33], Meschke and Lackner [31], Kratzig and Polling [21].”