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A frictional Cosserat model for the slow shearing of granular materials

Published online by Cambridge University Press:  18 April 2002

L. SRINIVASA MOHAN
Affiliation:
Department of Chemical Engineering, Indian Institute of Science, Bangalore 560 012, India; e-mail: kesava@chemeng.iisc.ernet.in; prnott@chemeng.iisc.ernet.in Present address: Fluent India Pvt. Ltd., South Koregaon park, Pune 411 001, India.
K. KESAVA RAO
Affiliation:
Department of Chemical Engineering, Indian Institute of Science, Bangalore 560 012, India; e-mail: kesava@chemeng.iisc.ernet.in; prnott@chemeng.iisc.ernet.in
PRABHU R. NOTT
Affiliation:
Department of Chemical Engineering, Indian Institute of Science, Bangalore 560 012, India; e-mail: kesava@chemeng.iisc.ernet.in; prnott@chemeng.iisc.ernet.in

Abstract

A rigid-plastic Cosserat model for slow frictional flow of granular materials, proposed by us in an earlier paper, has been used to analyse plane and cylindrical Couette flow. In this model, the hydrodynamic fields of a classical continuum are supplemented by the couple stress and the intrinsic angular velocity fields. The balance of angular momentum, which is satisfied implicitly in a classical continuum, must be enforced in a Cosserat continuum. As a result, the stress tensor could be asymmetric, and the angular velocity of a material point may differ from half the local vorticity. An important consequence of treating the granular medium as a Cosserat continuum is that it incorporates a material length scale in the model, which is absent in frictional models based on a classical continuum. Further, the Cosserat model allows determination of the velocity fields uniquely in viscometric flows, in contrast to classical frictional models. Experiments on viscometric flows of dense, slowly deforming granular materials indicate that shear is confined to a narrow region, usually a few grain diameters thick, while the remaining material is largely undeformed. This feature is captured by the present model, and the velocity profile predicted for cylindrical Couette flow is in good agreement with reported data. When the walls of the Couette cell are smoother than the granular material, the model predicts that the shear layer thickness is independent of the Couette gap H when the latter is large compared to the grain diameter dp. When the walls are of the same roughness as the granular material, the model predicts that the shear layer thickness varies as (H/dp)1/3 (in the limit H/dp [Gt ] 1) for plane shear under gravity and cylindrical Couette flow.

Type
Research Article
Copyright
© 2002 Cambridge University Press

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