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Proceedings ArticleDOI

Errors of Scale in Discrete Element Computations

John F. Peters, +1 more
- pp 56-61
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TLDR
This question is discussed from the standpoint of scale effects that infect all numerical approximations, is it reasonable to foresee a day when a continuum view is unnecessary?
Abstract
The discrete element method (DEM) is ideal for modeling many problems not accessible to traditional continuum-based methods such as finite difference and finite elements (Homer et al., 2001). DEM has the advantage of inherently capturing large non-affine deformations and the fluid--solid phase changes so commonly found in granular media. The DEM appears to derive much of its power from the kinematic freedom for the particles such that seemingly simplistic micro-scale models can replicate realistic macro-scale behavior. With the advent of large-scale computing, by which simulations of several million particles are possible, the DEM will become an important tool for geotechnical and industrial applications within the next 20 years. The advances in DEM have and will continue to mirror advances in computer hardware. Several advances in DEM technology will accompany the improvements in computer technology. The constitutive response of the DEM medium depends on micro-scale laws that define the contact mechanisms, particle size and shape, and particle distribution. The success of the method requires a correlation between the phenomenology of the DEM medium and the micro-scale laws. Most of these advances will be accomplished through numerical experiments, which at present are a popular tool for understanding granular media as a continuum. Is it reasonable to foresee a day when a continuum view is unnecessary? In this paper, this question is discussed from the standpoint of scale effects that infect all numerical approximations,

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Citations
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Journal ArticleDOI

Micro¿macro transition for anisotropic, frictional granular packings

TL;DR: In this paper, the authors derived the fabric and the stiffness tensor in average over those pairs of interacting particles with contact within the averaging volume, starting from a linear expansion of the interaction potential around static equilibrium.
Journal ArticleDOI

Anisotropy in cohesive, frictional granular media

TL;DR: In this article, the modelling of cohesive, frictional granular materials with a discrete particle molecular dynamics is reviewed, and the fabric, stress, and stiffness tensors are determined, including both normal and tangential forces.
Book ChapterDOI

Micro-macro models for anisotropic granular media

Stefan Luding
TL;DR: In this article, the authors derived the fabric, the stress and the stiffness tensors in average over a sub-set of interacting particles, starting from a linear expansion of the interaction potential around static equilibrium.
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Bridging the Length Scales: Micromechanics of Granular Media

TL;DR: A new approach toward developing a non-local micropolar constitutive model of granular media using micromechanics and internal variable theory is discussed and their application in the analysis of two fundamental problems to the mechanics ofgranular media is presented.
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Effects of particle size distribution in a three-dimensional micropolar continuum model of granular media

TL;DR: In this paper, a 3D homogenization scheme for polydisperse, dry, and densely packed granular assemblies of spherical particles undergoing quasi-static deformation was developed for various particle size distributions.
References
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Journal ArticleDOI

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Journal ArticleDOI

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TL;DR: In this paper, the authors proposed a method by which rolling resistance and contact anisotropy may be introduced in a micropolar model of granular media to capture key microstructures like shear bands.
Journal ArticleDOI

Large Scale Discrete Element Modeling of Vehicle-Soil Interaction

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