A rigid-plastic Cosserat model has been used to study dense, fully develope
d flow of granular materials through a vertical channel. Frictional models
based on the classical continuum do not predict the occurrence of shear lay
ers, in contrast to experimental observations. This feature has been attrib
uted to the absence of a material length scale in their constitutive equati
ons. The present model incorporates such a material length scale by treatin
g the granular material as a Cosserat continuum. Thus, localized couple str
esses exist, and the stress tensor is asymmetric. The velocity profiles pre
dicted by the model are in close agreement with available experimental data
. The predicted dependence of the shear layer thickness on the width of the
channel is in reasonable agreement with data. In the limit of small epsilo
n (ratio of the particle diameter to the half-width of the channel), the mo
del predicts that the shear layer thickness scaled by the particle diameter
grows as epsilon(-1/3).