REYNOLDS ANALOGY FOR A SHEARING GRANULAR MATERIAL

被引:46
|
作者
WANG, DG
CAMPBELL, CS
机构
[1] Department of Mechanical Engineering, University of Southern California, Los Angeles
关键词
D O I
10.1017/S0022112092003173
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
The bulk motion of a granular material affects its apparent thermal as well as its apparent mechanical properties. This paper presents the simultaneous measurements of the apparent viscosity and thermal conductivity for a dry granular material undergoing shear in an annular shear cell. Both properties are seen to vary linearly -with the shear rate. As such, it can be argued that both the apparent conductivity and viscosity are proportional to the square root of the granular temperature in exactly the same way as the kinetic theory of gases predicts that the conductivity and viscosity of a perfect gas vary as the square root of the thermodynamic temperature. Thus, analogies can be drawn between the mechanical and thermal behaviour of a granular flow that share much with similar - a.k.a. Reynolds - analogies for both laminar and turbulent flows of simple fluids. However, the results do indicate fundamental differences in the internal transport of heat and momentum. In particular, heat may only be transmitted by the streaming motion of the particles, while momentum may also be exchanged during interparticle collisions.
引用
收藏
页码:527 / 546
页数:20
相关论文
共 50 条
  • [1] SEGREGATION ON SHEARING A GRANULAR MATERIAL
    Dolgunin, V. N.
    Borshchev, V. Ya.
    Shubin, R. A.
    Romanov, A. A.
    CHEMICAL AND PETROLEUM ENGINEERING, 2008, 44 (1-2) : 9 - 14
  • [2] Numerical simulation of the behaviour of granular material during shearing
    Roth, JC
    Rohani, SY
    XIITH INTERNATIONAL CONGRESS ON RHEOLOGY, PROCEEDINGS, 1996, : 488 - 489
  • [3] VOID DISTRIBUTION IN GRANULAR MATERIAL DURING THE SHEARING PROCESS
    MOROTO, N
    FROM MATERIALS SCIENCE TO CONSTRUCTION MATERIALS ENGINEERING, VOLS 1-3: PORE STRUCTURE AND CONSTRUCTION MATERIALS PROPERTIES, COMBINING MATERIALS, DURABILITY OF CONSTRUCTION MATERIALS, 1987, : 100 - 106
  • [4] Shearing behaviour of granular material in silo: Microscopical approach
    Abriak, N.E.
    Powder Handling and Processing, 1999, 11 (03): : 301 - 304
  • [5] Evolution of polar quantities in a granular Cosserat material under shearing
    Bauer, E
    Huang, W
    BIFURCATION AND LOCALISATION THEORY IN GEOMECHANICS, 2001, : 227 - 238
  • [7] Indentation of a double shearing dilatant granular material by a smooth rigid wedge
    Tordesillas, A.
    Shi, J.
    Quarterly Journal of Mechanics and Applied Mathematics, 1998, 51 (pt 4): : 633 - 646
  • [8] Indentation of a double shearing dilatant granular material by a smooth rigid wedge
    Tordesillas, A
    Shi, JY
    QUARTERLY JOURNAL OF MECHANICS AND APPLIED MATHEMATICS, 1998, 51 : 633 - 646
  • [9] Cyclic Shearing Response of Granular Material in the Semi-Fluidized Regime
    Barrero, Andres R.
    Oquendo, William
    Taiebat, Mahdi
    Lizcano, Arcesio
    GEOTECHNICAL EARTHQUAKE ENGINEERING AND SOIL DYNAMICS V: NUMERICAL MODELING AND SOIL STRUCTURE INTERACTION, 2018, (292): : 100 - 107
  • [10] The correlation of macro deformation and micro kinematics for dense granular material subjected to shearing
    Chen, Qing
    Gao, Yan
    Yuan, Quan
    Wang, Yu-Hsing
    COMPUTERS AND GEOTECHNICS, 2022, 141