Kinetic theories for granular flow: inelastic particles in Couette flow and slightly inelastic particles in a general flowfield

库埃特流 动力学理论 非弹性碰撞 物理 流量(数学) 动能 单剪 剪切流 分布函数 经典力学 机械 热力学 剪应力 量子力学 电子
作者
C. K. K. Lun,Stuart B. Savage,David J. Jeffrey,N. Chepurniy
出处
期刊:Journal of Fluid Mechanics [Cambridge University Press]
卷期号:140: 223-256 被引量:2794
标识
DOI:10.1017/s0022112084000586
摘要

The flow of an idealized granular material consisting of uniform smooth, but nelastic, spherical particles is studied using statistical methods analogous to those used in the kinetic theory of gases. Two theories are developed: one for the Couette flow of particles having arbitrary coefficients of restitution (inelastic particles) and a second for the general flow of particles with coefficients of restitution near 1 (slightly inelastic particles). The study of inelastic particles in Couette flow follows the method of Savage & Jeffrey (1981) and uses an ad hoc distribution function to describe the collisions between particles. The results of this first analysis are compared with other theories of granular flow, with the Chapman-Enskog dense-gas theory, and with experiments. The theory agrees moderately well with experimental data and it is found that the asymptotic analysis of Jenkins & Savage (1983), which was developed for slightly inelastic particles, surprisingly gives results similar to the first theory even for highly inelastic particles. Therefore the ‘nearly elastic’ approximation is pursued as a second theory using an approach that is closer to the established methods of Chapman-Enskog gas theory. The new approach which determines the collisional distribution functions by a rational approximation scheme, is applicable to general flowfields, not just simple shear. It incorporates kinetic as well as collisional contributions to the constitutive equations for stress and energy flux and is thus appropriate for dilute as well as dense concentrations of solids. When the collisional contributions are dominant, it predicts stresses similar to the first analysis for the simple shear case.

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