Damage-plastic model for concrete failure

By P. Grassl, Milan Jirásek. 2006

619 citations recorded by the source corpus.

Subfields: Building and Construction, Civil and Structural Engineering, Mechanics of Materials

View Paper: https://www.semanticscholar.org/paper/701e79f18010fcb0033ff2a8cf6e02ce7b04fc68

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In Building and Construction

In Civil and Structural Engineering

In Mechanics of Materials

Citations in the corpus

CDPM2: A damage-plasticity approach to modelling the failure of concrete (2013, methodology): “…E h and F h are determined from the conditions of a smooth transition between the two parts of equation (33) at This deﬁnition of the hardening variable is identical to the one in CDPM1 described in Grassl and Jir´asek (2006), where the calibration procedure of the hardening variables is described.”
Over-nonlocal gradient enhanced plastic-damage model for concrete (2009, background): “Detailed explanations have been presented by Grassl and Jirásek (2006a). The yield function fp is defined in the principal effective stress space (Haigh-Westergaard coordinates) as:”
Meso-scale approach to modelling the fracture process zone of concrete subjected to uniaxial tension (2009, background): “Plasticity and combinations of damage and plasticity are well suited to describe the fracture process of concrete in compression [16, 18].”
Concrete Damage Plasticity Model for Modeling FRP-to-Concrete Bond Behavior (2015, background): “These lead to the reduction of the strength and stiffness of concrete (Cicekli et al., 2007; Grassl and Jirásek, 2006; Lubliner et al., 1989).”
Plastic model with non‐local damage applied to concrete (2006, methodology): “The model parameters were set to E 1⁄4 30 GPa; n 1⁄4 0:2; ft 1⁄4 4 MPa; fc 1⁄4 46 MPa; ef 1⁄4 0:001042; As 1⁄4 2; R 1⁄4 15 mm and m 1⁄4 1: The other parameters of the local model were taken by their default values [24].”
Numerical homogenization of hardened cement paste (2008, background): “Damage models which depend on plastic-strains can be found in [8] and the references herein.”
Confinement-sensitive plasticity constitutive model for concrete in triaxial compression (2007, background): “(21)); it is noted that these characteristics are not included in other similar constitutive models proposed in the literature (e.g. Imran and Pantazopoulou, 1996; Grassl et al., 2002; Grassl and Jirasek, 2006).”