Rapid granular shear flows driven by identical, bumpy, frictionless boundaries

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Authors: James T. Jenkins, E. Askari
Cited by: 0

Abstract

Motivated by flows of granular materials down inclines that involve a relatively passive mass of material supported upon a narrow region of intensely sheared, colliding grains, we consider the steady, rapid shearing of identical frictionless spheres driven by the relative motion of identical, bumpy, frictionless boundaries. We relate the ratio of shear to normal stress supported by the flow to a nondimesional measure of the relative velocity of the boundaries over a range of boundary geometries and material properties. The stress ratio may be an increasing or decreasing function of velocity, depending on whether the boundaries provide energy to or remove energy from the velocity fluctuations in the flow.

Fields of Study & Subjects

Granular flow and fluidized beds Particle Dynamics in Fluid Flows Geotechnical Engineering and Soil Mechanics

Publication details

Journal / source
CRC Press eBooks
Pages
295–300
Publication date
11 February 2026
Language
EN
Document type
Book chapter