Shear thinning in non-Brownian suspensions explained by variable friction between particles

被引:72
|
作者
Lobry, Laurent [1 ]
Lemaire, Elisabeth [1 ]
Blanc, Frederic [1 ]
Gallier, Stany [2 ]
Peters, Francois [1 ]
机构
[1] CNRS UCA, Inst Phys Nice, F-06108 Nice 2, France
[2] Le Bouchet Res Ctr, ArianeGrp, F-91710 Vert Le Petit, France
关键词
complex fluids; rheology; suspensions; CONCENTRATED SUSPENSIONS; COLLOIDAL PARTICLES; SURFACE-ROUGHNESS; NORMAL STRESSES; POLYMER SPHERE; RHEOLOGY; CONTACT; ADHESION; FORCES; MODEL;
D O I
10.1017/jfm.2018.881
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
We propose to explain shear-thinning behaviour observed in most concentrated non-Brownian suspensions by variable friction between particles. Considering the low magnitude of the forces experienced by the particles of suspensions under shear flow, it is first argued that rough particles come into solid contact through one or a few asperities. In such a few-asperity elastic-plastic contact, the friction coefficient is expected not to be constant but to decrease with increasing normal load. Simulations based on the force coupling method and including such a load-dependent friction coefficient are performed for various particle volume fractions. The results of the numerical simulations are compared to viscosity measurements carried out on suspensions of polystyrene particles (40 mu m in diameter) dispersed in a Newtonian silicon oil. The agreement is shown to be satisfactory. Furthermore, the comparison between the simulations conducted either with a constant or a load-dependent friction coefficient provides a model for the shear-thinning viscosity. In this model the effective friction coefficient mu(eff) is specified by the effective normal contact force which is simply proportional to the bulk shear stress. As the shear stress increases, mu(eff) decreases and the jamming volume fraction increases, leading to the reduction of the viscosity. Finally, using this model, we show that it is possible to evaluate the microscopic friction coefficient for each applied shear stress from the rheometric measurements.
引用
收藏
页码:682 / 710
页数:29
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