The couple stress of a three-dimensional vertical granular flow is investigated by means of a combined approach of discrete element method and averaging method. The velocity, mass density and couple stress are quantified under various flow conditions. The velocity and mass density profiles are illustrated to be consistent with those obtained by the previous experiments and numerical simulations, confirming the validity of the proposed approach. The couple stress profiles are shown to be significantly affected by the wall supporting the vertical flow, and be contributed by the rolling resistance due to the asymmetrical normal traction distributions in the contact areas between particles and between particle and wall. For mono-sized particles, the couple stress far from the wall can be ignored although it may vary slightly causing the fluctuation of flow behavior; however, the couple stress in the region close to a wall must be taken into account to properly describe the flow behavior of particles. For multi-sized particle, the couple stress is mainly contributed by the sliding resistance and to a less degree by the rolling resistance; the transport of particle plays a limited role. Implication of the present numerical results to continuum modeling is also discussed.
|Number of pages||14|
|Journal||Physica A: Statistical Mechanics and its Applications|
|Publication status||Published - 15 Jul 2003|
- Computer simulation of molecular and particle dynamics
- Continuum mechanics
- Granular systems