Lim Eldin Wee Chuan
Department of Chemical and Biomolecular Engineering, National University of Singapore, 4 Engineering Drive 4, Singapore 117576, Singapore.
Phys Rev E Stat Nonlin Soft Matter Phys. 2009 Apr;79(4 Pt 1):041302. doi: 10.1103/PhysRevE.79.041302. Epub 2009 Apr 9.
We investigate effects of physical characteristics of the vibrating base in a vibrated granular bed system on the bulk granular behavior of the bed using molecular dynamics simulations. With a vibrating base that exhibits low coefficient of restitution for particle-base collisions, a monolayer of granular materials was observed to form dynamically on the surface of the base. Such a system was shown to be both qualitatively and quantitatively equivalent to one with a bumpy base composed of discrete solid particles undergoing the same type of imposed oscillatory motion. The "bumpiness" of such a base, as defined by the size of particles constituting the vibrating base, was also found to have insignificant effects on the behavior of the bulk granular materials. The observations made in this study may point toward a possible methodology to model vibrating granular bed systems with inelastic bases using continuum theories.
我们使用分子动力学模拟研究振动颗粒床系统中振动基底的物理特性对床层整体颗粒行为的影响。对于颗粒与基底碰撞时恢复系数较低的振动基底,观察到在基底表面动态形成了单层颗粒材料。结果表明,这样的系统在定性和定量上都等同于一个由离散固体颗粒组成的崎岖基底的系统,该基底经历相同类型的强制振荡运动。由构成振动基底的颗粒尺寸所定义的这种基底的“崎岖度”,也被发现对整体颗粒材料的行为影响不大。本研究中的观察结果可能指向一种使用连续介质理论对具有非弹性基底的振动颗粒床系统进行建模的可能方法。