Anisotropic damage-plasticity model for concrete

By George Z. Voyiadjis, Ziad N. Taqieddin, P. Kattan. 2008

269 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering, Mechanics of Materials

View Paper: https://www.semanticscholar.org/paper/cdb40a4afd2dffc1dc4b40f253bf4455d666cb18

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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, background): “Conversely, damage mechanics models are based on the concept of a gradual reduction of the elastic stiﬀness (Kachanov, 1980; Mazars, 1984; Ortiz, 1985; Resende, 1987; Mazars and Pijaudier-Cabot, 1989; Carol et al., 2001; Tao and Phillips, 2005; Voyiadjis and Kattan, 2009).”
Computational applications of a coupled plasticity-damage constitutive model for simulating plain concrete fracture (2010, background): “[13,16,23,29–31,33,34,44,53,65,69,70,79,81,82]), where the effective stress is defined as the average micro-scale stress acting on the undamaged material between micro-defects.”
Ductility of 3D printed concrete reinforced with short straight steel fibers (2018, background): “…to capture the failure response of the material both in tension and in compression – see for instance (Lubliner et al. 1989; Peerlings et al. 1998; Voyiadjis, Taqieddin, and Kattan 2008; Nguyen Figure 8. a Average results: flexural strength, residual strengths R,1 and R,3. b. Average specific…”
A constitutive model of frozen saline sandy soil based on energy dissipation theory (2016, background): “Voyiadjis et al. (1995) proposed a granular material constitutive relation based on anisotropic rotating yield surface, and studied the deformation of anisotropic elasto-plastic damage for concrete (Voyiadjis et al., 2008).”
Over-nonlocal gradient enhanced plastic-damage model for concrete (2009, background): “Anisotropic damage models provide good representations of microcrack evolutions since concrete responses are different under tension and compression respectively (e.g. Chaboche et al., 1995; Cicekli et al., 2007; Voyiadjis et al., 2008).”