Change of scale in granular materials

By B. Cambou, M. Chaze, F. Dedecker. 2000

112 citations recorded by the source corpus.

Subfields: General Engineering, Management, Monitoring, Policy and Law, Mechanics of Materials

View Paper: https://www.semanticscholar.org/paper/50ef8479204d8425af816a1e6ed46122fb6e931f

How researchers see this paper

The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.

In General Engineering

1. C. Ancey
2. Stefan Luding
3. Susumu Shima
4. Orencio Durán
5. N. P. Kruyt
6. Pengcheng Fu
7. Y. Dafalias
8. C. L. Martin

In Management, Monitoring, Policy and Law

1. Stefan Luding
2. N. P. Kruyt
3. Orencio Durán
4. Y. Dafalias
5. C. Ancey
6. Catherine O'Sullivan
7. Susumu Shima
8. J. Rojek

In Mechanics of Materials

1. Orencio Durán
2. J. Rojek
3. Stefan Luding
4. O. Su
5. Eugenio Oñate
6. C. Labra
7. N. P. Kruyt
8. C. Ancey

Citations in the corpus

• Fabric evolution within shear bands of granular materials and its relation to critical state theory (2011, methodology): “A number of methods e.g. [28–33] for calculating strains in discrete granular particle assemblies have been proposed in the literature, and rigorous reviews and evaluations of these methods were conducted by Cambou [34], Bagi [35], and Durán et al. [36].”
• Comparative study of different discrete element models and evaluation of equivalent micromechanical parameters (2012, background): “Many studies have been carried out to investigate the effect of local (microscopic) parameters in the discrete element method on macroscopic mechanical properties (Hsieh et al., 2008; Cambou et al., 2000; Kruyt and Rothenburg, 2004).”
• A new approach for calculating strain for particulate media (2003, background): “References [4,6]) have considered two-dimensional implementations only.”
• Analysis of three-dimensional micro-mechanical strain formulations for granular materials: evaluation of accuracy (2010, methodology): “…presented and discussed four three-dimnsional micro-mechanical strain formulations, the equivalent continuum Bagi strain [Bagi,1996] and three best-fit strain formulations: particle-based [ITASCA, 1999], contact-based[Liao et al., 1997, Cambou et al., 2000] and edge-based [Cambou et al., 2000].”
• Diffuse failure in geomaterials: Experiments, theory and modelling (2011, unknown): “It is noted that contact particles include both direct contact and indirect contact of neighbouring particles associated with a Voronoi polyhedron as discussed by Cambou et al. [65].”
• Plasticity and geophysical flows: A review (2007, result): “The result is in line with micromechanical nalysis done in soil mechanics [52,53,97].”
• DEM analysis of bonded granular geomaterials (2008, unknown): “[17, 24]); therefore, the relationships obtained can be considered to be of general validity and the values obtained can be used for simulation of other boundary value problems involving c− soils, without the need of recalibration.”
• Bifurcation modeling in geomaterials: From the second‐order work criterion to spectral analyses (2009, unknown): “Some approaches based on micromechanical descriptions [1–3] or on distinct element methods [4–6] can be used to solve such problems, but the present work considers the medium as an elastoplastic continuum.”
• Study of particle rearrangement during powder compaction by the Discrete Element Method (2003, methodology): “Note that dynamics methods have already been successfully applied to quasi-static situations for particulate media (Thornton and Antony, 1998; Cambou et al., 2001) and such a scheme will be used here.”