Identification and Validation of a Discrete Element Model for Concrete

By Sebastien Hentz, Laurent Daudeville, Frederic Victor Donze. 2004

215 citations recorded by the source corpus.

Subfields: Computational Mechanics, Management, Monitoring, Policy and Law, Mechanics of Materials

View Paper: https://www.semanticscholar.org/paper/23a1d310f69b6f59b64fd7218ab33dafcc6e83c7

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In Computational Mechanics

In Management, Monitoring, Policy and Law

In Mechanics of Materials

Citations in the corpus

Comparative study of different discrete element models and evaluation of equivalent micromechanical parameters (2012, background): “Employing a pressure dependent failure criterion for the shear force (Hentz et al., 2004) allowed Wang and Tonon (2009) to obtain appropriate failure envelope for granite.”
A spherical discrete element model: calibration procedure and incremental response (2009, background): “This aspect is particularly needed for the calibration process [9,26,27]).”
A micro-mechanical investigation of bifurcation in granular materials (2007, background): “This is the case, of course, of sand layers in soils or rocky talus below cliffs in mountain areas, as well as concrete, which can be described as a mixture of gravels contained in a cemented matrix (Magnier and Donzé, 1998; Hentz et al., 2004).”
Discrete element method simulations of fracture in concrete under uniaxial compression based on its real internal structure (2018, background): “…models (e.g. Bolander and Sukumar, 2005; Carol et al., 2001; Chen and Konietzky, 2014; Cusatis et al., 2006; Dupray et al., 2009; Groh et al., 2011; Hentz et al., 2004; Kozicki and Tejchman, 2008; Lilliu and Van Mier, 2003; Nitka and Tejchman, 2015; Riera et al., 2014; Rodrigues et al., 2016;…”
Discrete element modelling of concrete submitted to dynamic loading at high strain rates (2004, methodology): “The DE model has been fully described and validated in quasi-static problems as well as in dynamic compression in [21].”
A Study of the Failure Mechanism of Planar Non-Persistent Open Joints Using PFC2D (2012, methodology): “The discrete element method (DEM) is also another capable method for studying the failure behavior of bonded geomaterials (Potyondy and Cundall 2004; Fakhimi et al. 2002; Wang and Tannant 2004; Hentz et al. 2004; Yoon 2004).”