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The stress profile and reorientation of grains, in response to a point force applied to a preloaded two dimensional granular system, are calculated in the context of a continuum theory that incorporates the texture of the packing. When high…

软凝聚态物质 · 物理学 2007-05-23 Rava da Silveira , Guillaume Vidalenc , Cyprien Gay

We examine the network of forces to be expected in a static assembly of hard, frictionless spherical beads of random sizes, such as a colloidal glass. Such an assembly is minimally connected: the ratio of constraint equations to contact…

软凝聚态物质 · 物理学 2009-10-31 Alexei V. Tkachenko , Thomas A. Witten

We investigate the Green function of two-dimensional dense random packings of grains in order to discriminate between the different theories of stress transmission in granular materials. Our computer simulations allow for a detailed…

软凝聚态物质 · 物理学 2009-11-11 N. Gland , P. Wang , Hernan A. Makse

We study the response of a two-dimensional hexagonal packing of rigid, frictionless spherical grains due to a vertically downward point force on a single grain at the top layer. We use a statistical approach, where each configuration of the…

统计力学 · 物理学 2007-05-23 S. Ostojic , D. Panja

We describe experiments that probe the response to a point force of 2D granular systems under a variety of conditions. Using photoelastic particles to determine forces at the grain scale, we experimentally show that disorder, packing…

材料科学 · 物理学 2009-11-07 Junfei Geng , G. Reydellet , E. Clement , R. P. Behringer

We investigate the stress response function of a layer of grains, i.e. the stress profile in response to a localized overload. The shape of the profile is very sensitive to the packing arrangement, and is thus a good signature of the…

软凝聚态物质 · 物理学 2007-05-23 A. P. F. Atman , P. Claudin

We study the response of a two-dimensional hexagonal packing of massless, rigid, frictionless spherical grains due to a vertically downward point force on a single grain at the top layer. We use a statistical approach, where each…

统计力学 · 物理学 2007-05-23 Srdjan Ostojic , Debabrata Panja

The response to a localized force provides a sensitive test for different models of stress transmission in granular solids. The elasto-plastic models traditionally used by engineers have been challenged by theoretical and experimental…

软凝聚态物质 · 物理学 2009-11-13 C. Goldenberg , I. Goldhirsch

By employing the adaptive network simulation method, we demonstrate that the ensemble-averaged stress caused by a local force for packings of frictionless rigid beads is concentrated along rays whose slope is consistent with unity: forces…

统计力学 · 物理学 2009-11-07 D. A. Head , A. V. Tkachenko , T. A. Witten

Stress transmission inside three dimensional granular packings is investigated using computer simulations. Localized force perturbation techniques are implemented for frictionless and frictional shallow, ordered, granular arrays confined by…

软凝聚态物质 · 物理学 2015-05-30 Abdullah Cakir , Leonardo E. Silbert

We develop a framework for stress response in two dimensional granular media, with and without friction, that respects vector force balance at the microscopic level. We introduce local gauge degrees of freedom that determine the response of…

无序系统与神经网络 · 物理学 2017-10-16 Kabir Ramola , Bulbul Chakraborty

Recent studies of two-dimensional poly-disperse disc systems revealed a coordinated self-organisation of cell stresses and shapes, with certain distributions collapsing onto a master form for many processes, size distributions, friction…

软凝聚态物质 · 物理学 2025-08-26 Dominik Krengel , Haoran Jiang , Takashi Matsushima , Raphael Blumenfeld

We present a minimalistic approach to simulations of force transmission through granular systems. We start from a configuration containing cohesive (tensile) contact forces and use an adaptive procedure to find the stable configuration with…

软凝聚态物质 · 物理学 2009-10-31 Alexei V. Tkachenko , Thomas A. Witten

By means of contact dynamics simulations, we analyze the stress state in a granular bed slowly tilted towards its angle of repose. An increasingly large number of grains are overloaded in the sense that they are found to carry a stress…

软凝聚态物质 · 物理学 2009-11-10 Lydie Staron , Jean-Pierre Vilotte , Farhang Radjai

We present experimental and numerical results for displacement response functions in packings of rigid frictional disks under gravity. The central disk on the bottom layer is shifted upwards by a small amount, and the motions of disks above…

软凝聚态物质 · 物理学 2007-05-23 Cristian F. Moukarzel , Hector Pacheco-Martinez , J. C. Ruiz-Suarez , Ana M. Vidales

Transmission of forces in static granular materials are studied within the framework of the force network ensemble, by numerically evaluating the mechanical response of hexagonal packings of frictionless grains and rectangular packings of…

软凝聚态物质 · 物理学 2007-05-23 Srdjan Ostojic , Debabrata Panja

A simple micromechanical model of polycrystalline materials is proposed, which enables us to swiftly produce grain-boundary-stress distributions induced by the uniform external loading (in the elastic strain regime). Such statistical…

材料科学 · 物理学 2024-05-24 Timon Mede , Samir El Shawish

A granular assembly composed of a collection of identical grains may pack under different microscopic configurations with microscopic features that are sensitive to the preparation history. A given configuration may also change in response…

软凝聚态物质 · 物理学 2009-11-10 A. P. F. Atman , P. Brunet , J. Geng , G. Reydellet , G. Combe , P. Claudin , R. P. Behringer , E. Clément

Experimental measurements of the response of a two dimensional system of plastic beads subjected to steady shear are reported. The beads float at the surface of a fluid substrate and are subjected to a slow, steady-shear in a Couette…

软凝聚态物质 · 物理学 2007-05-23 Michael Twardos , Michael Dennin

We present simulations of static model sandpiles in two dimensions (2D) and focus on the stress distribution in such arrays made of discrete particles. We use the simplest possible model, i.e. spherical particles with a linear spring and a…

无序系统与神经网络 · 物理学 2009-10-30 S. Luding
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