首页 | 本学科首页   官方微博 | 高级检索  
     检索      


The rheology of strongly-flocculated suspensions
Institution:1. ICI PLC, Corporate Colloid Science Group, PO Box 11, The Heath, Runcorn, Cheshire, WA7 4QE U.K.;2. Department of Mathematics, University of Melbourne, Parkville, Victoria 2060 Australia;1. College of Architecture and Civil Engineering, Beijing University of Technology, Beijing, P.R. China;2. School of Civil Engineering and Transportation, Hebei University of Technology, Tianjin, P.R. China;3. School of Civil, Environmental and Mining Engineering, The University of Western Australia, Crawley, WA, Australia;1. UMR IATE, INRA, CIRAD, Université de Montpellier, Montpellier SupAgro, 2, pl Viala, 34090 Montpellier, France;2. Univ Lyon, Ens de Lyon, Laboratoire de Physique, CNRS, F-69342 Lyon, France;3. Univ Lyon, Université Claude Bernard Lyon 1, CNRS, Institut Lumière Matière, F-69622 Villeurbanne, France;4. Ingénierie Procédés Aliments, AgroParisTech, INRA, Université Paris-Saclay, 91300 Massy, France;1. Department of Chemical Engineering and Materials Science, University of Minnesota – Twin Cities, 421 Washington Avenue SE, Minneapolis, MN 55455, USA;2. Department of Mechanical Engineering, University of Minnesota – Twin Cities, 111 Church Street SE, Minneapolis, MN 55455, USA;3. Department of Chemistry, University of Minnesota – Twin Cities, 207 Pleasant Street SE, Minneapolis, MN 55455, USA
Abstract:The rheology of strongly-flocculated dispersions of colloidal particles has been investigated at particle concentrations where a continuous network is formed rather than a collection of discrete flocs. Such networks are shown to possess a true yield stress in both shear and in uniaxial compression (as realised in a centrifuge). Properties measured as a function of particle concentration and particle size include the yield stresses in shear (σy) and compression (Py); the limiting and strain-dependent, instantaneous shear moduli GO and G(γ); the elastic recovery at finite strains, and the rate of centrifugally-driven compaction. The yield stresses and moduli appear to show a power-law dependence on particle concentration with GO and Py, having the same power-law index and σy a somewhat lower one. The data are in part consistent with predictions based on the idea that the networks have a heterogeneous structure comprising a collection of interconnected fractal aggregates. The behaviour as a function of particle size and concentration is however not completely scaleable as might be expected on this basis. Thus, whereas the shear yield stress could be scaled to remove its dependence on particle radius a and volume fraction φ (over the measured range 0.25 μm ⩽ a ⩽ 3.4 μm; 0.05 ⩽ φ ⩽ 0.25) as could the strain dependent modulus (0.25 ⩽ a ⩽ 1.3 μm; 0.08 ⩽ 0.25), the particle-size and concentration dependence of Py and GO could only be scaled for particles with radii between 0.16 and 0.5 μm, smaller and larger particles having different and much higher power-law index in respect of their concentration dependencies. In the case of the smaller particles the failure of the scaling is thought to be due to an anomaly since these particles distort significantly under the influence of the strong van der Waals forces and this causes the aggregates to be more compact then they otherwise would be. The reasons for the failure at larger sizes is not clear.
Keywords:
本文献已被 ScienceDirect 等数据库收录!
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号