Silbert L E, Ertaş D, Grest G S, Halsey T C, Levine D, Plimpton S J
Sandia National Laboratories, Albuquerque, New Mexico 87185, USA.
Phys Rev E Stat Nonlin Soft Matter Phys. 2001 Nov;64(5 Pt 1):051302. doi: 10.1103/PhysRevE.64.051302. Epub 2001 Oct 25.
We have performed a systematic, large-scale simulation study of granular media in two and three dimensions, investigating the rheology of cohesionless granular particles in inclined plane geometries, i.e., chute flows. We find that over a wide range of parameter space of interaction coefficients and inclination angles, a steady-state flow regime exists in which the energy input from gravity balances that dissipated from friction and inelastic collisions. In this regime, the bulk packing fraction (away from the top free surface and the bottom plate boundary) remains constant as a function of depth z, of the pile. The velocity profile in the direction of flow vx(z) scales with height of the pile H, according to vx(z) proportional to H(alpha), with alpha=1.52+/-0.05. However, the behavior of the normal stresses indicates that existing simple theories of granular flow do not capture all of the features evidenced in the simulations.
我们对二维和三维颗粒介质进行了系统的大规模模拟研究,研究了无粘性颗粒在倾斜平面几何形状(即滑槽流)中的流变学。我们发现,在相互作用系数和倾斜角的广泛参数空间范围内,存在一种稳态流动状态,其中重力输入的能量与摩擦和非弹性碰撞耗散的能量相平衡。在这种状态下,堆积体的体积填充率(远离顶部自由表面和底部平板边界)作为桩体深度z的函数保持恒定。沿流动方向vx(z)的速度分布与桩体高度H成比例,即vx(z) 与H(α) 成正比,其中α = 1.52 ± 0.05。然而,法向应力的行为表明,现有的颗粒流简单理论并未涵盖模拟中所显示的所有特征。