1987
DOI: 10.1007/bf01332683
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Rheology of concentrated coagulating suspensions in non-aqueous media

Abstract: The rheology of concentrated coagulating suspensions is analysed on the basis of the following model: (i) at low shear rates, the shear is not distributed homogeneously but limited to certain shear planes; (ii) the energy dissipation during steady flow is due primarily to the overcoming of viscous drag by the suspended particles during motion caused by encounters of particles in the shear planes. This model is called the "giant floc" model.With increasing shear rate the distance between successive shear planes… Show more

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Cited by 16 publications
(5 citation statements)
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References 17 publications
(17 reference statements)
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“…-The slope of the cross section in case of the condition fi = constant can, for dilute suspensions, be calculated with the aid of Eqs. (15) and (20): ?m(P) log ?nAO) +onst I 1 (32) In the case of non-Newtonian liquids, the slope of the J$ = const line can, at the present state of science, not be calculated on theoretical grounds. However, below we will give experimental evidence that, for a wide range of power exponents (0.1 < n < 1.01, the quantity KS is con-stant with value 2.5, implying the initial (at a-0) slope calculated in Eq.…”
Section: Relative Viscosity At Equal Macroscopic Shear Stressesmentioning
confidence: 98%
See 1 more Smart Citation
“…-The slope of the cross section in case of the condition fi = constant can, for dilute suspensions, be calculated with the aid of Eqs. (15) and (20): ?m(P) log ?nAO) +onst I 1 (32) In the case of non-Newtonian liquids, the slope of the J$ = const line can, at the present state of science, not be calculated on theoretical grounds. However, below we will give experimental evidence that, for a wide range of power exponents (0.1 < n < 1.01, the quantity KS is con-stant with value 2.5, implying the initial (at a-0) slope calculated in Eq.…”
Section: Relative Viscosity At Equal Macroscopic Shear Stressesmentioning
confidence: 98%
“…However, below we will give experimental evidence that, for a wide range of power exponents (0.1 < n < 1.01, the quantity KS is con-stant with value 2.5, implying the initial (at a-0) slope calculated in Eq. (32) to have a value of -10/7, independent of the power-law exponent.…”
Section: Relative Viscosity At Equal Macroscopic Shear Stressesmentioning
confidence: 99%
“…Hydrophilic fumed silica can be chemically modified to hydrophobic fumed silica easily, 3 and has extremely large and smooth non-porous surfaces 2,4,5 promoting the strong physical contact between filler and polymer matrix. In addition, the particle-particle interactions of fumed silicas lead to the agglomerates and particle networks related to the shear thinning effect, 6,7 and H. Barthel ascertained that these interactions depend heavily on the difference of polarity between filler and liquid medium. 8 Thus, if the fumed silicas have similar hydrophobic/hydrophilic properties to polymer matrix, they would be more effectively dispersed and wetted with matrix, and It is expected that fumed silicas act as new suitable nano-reinforcement to improve the heat deflection temperature and the barrier to diffusion of solvent apart from increasing the modulus even at low filler content.…”
Section: Introductionmentioning
confidence: 99%
“…The giant floc model Stein, 1983, 1984;Schreuder et al, 1986Schreuder et al, , 1987Laven et al, 1988) The giant floc model has been developed for coagulated suspensions of high solid volume fraction (larger than about 0.35) in which separation of discrete flocs is not observed even if densities are not matched. Use of the overall solid volume fraction for characterizing the local environment of a particle then introduces a negligible error.…”
Section: Theorymentioning
confidence: 99%
“…The giant floc model Stein, 1983, 1984;Schreuder and Stein, 1987;Laven et al, 1988) is based on the same idea (see section on Theory). The model starts from the idea that, at low shear rates, the shear is not distributed homogeneously but limited to certain shear planes.…”
Section: Introductionmentioning
confidence: 99%