Particle Pressure in a Sheared Suspension: A Bridge from Osmosis to Granular Dilatancy

被引:100
作者
Deboeuf, Angelique [1 ]
Gauthier, Georges [1 ]
Martin, Jerome [1 ]
Yurkovetsky, Yevgeny [2 ]
Morris, Jeffrey F. [2 ]
机构
[1] Univ Paris 11, Univ Paris 06, CNRS, Lab FAST, F-91405 Orsay, France
[2] CUNY City Coll, Levich Inst & Chem Engn, New York, NY 10031 USA
关键词
INDUCED SELF-DIFFUSION; CONCENTRATED SUSPENSIONS; NONCOLLOIDAL SUSPENSIONS; NORMAL STRESSES; DRIVEN FLOW; SPHERES; MIGRATION; MOTION;
D O I
10.1103/PhysRevLett.102.108301
中图分类号
O4 [物理学];
学科分类号
0702 ;
摘要
The normal stress exerted by particles in a sheared suspension is measured by analogy with a method used to measure osmotic pressure in solutions. Particles in a liquid are confined by a fine screen to a gap between two vertical concentric cylinders, the inner of which rotates. Pressure in the liquid is sensed either by a manometer or by a pressure transducer across the screen. The particles are large enough so that Brownian motion and equilibrium osmotic pressure are vanishingly small. The measured pressure yields the shear-induced particle pressure Pi, the nonequilibrium continuation of equilibrium osmotic pressure. For volume fractions 0.3 <=phi <= 0.5, Pi is strongly dependent on phi, and linear in shear rate. Comparisons of the measured particle pressure with modeling and simulation show good agreement.
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页数:4
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