2018
DOI: 10.1016/j.jnnfm.2018.07.010
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Pair-particle trajectories in a shear flow of a Bingham fluid

Abstract: We study numerically the pair trajectories of rigid circular particles in a two dimensional inertialess simple shear flow of a (Binghamian) yield stress fluid. We use a Lagrange multiplier based fictitious domain method, following Glowinski et al. [26, 28, 29], for solving the problem. Contacts between the particles at a finite interparticle distance interpreted as a roughness are taken into account with the da Cunha and Hinch [12] model. Another model, introduced by Glowinski et al. [27], is shown to provide … Show more

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Cited by 11 publications
(16 citation statements)
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“…Second, for trajectories with small initial offsets, the second particle moves downward along the velocity gradient direction on the approach side while it moves upward on the recession side. The same pattern is observed in the simulations by Fahs et al in [93] for yield stress fluids as well as Newtonian fluids. These local minima in trajectories disappeared in their results for the Newtonian fluid when the domain size is increased from 24a 12a to 96a 48a.…”
Section: Interaction Of Two Particles In a Linear Shear Flow Of A Newsupporting
confidence: 86%
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“…Second, for trajectories with small initial offsets, the second particle moves downward along the velocity gradient direction on the approach side while it moves upward on the recession side. The same pattern is observed in the simulations by Fahs et al in [93] for yield stress fluids as well as Newtonian fluids. These local minima in trajectories disappeared in their results for the Newtonian fluid when the domain size is increased from 24a 12a to 96a 48a.…”
Section: Interaction Of Two Particles In a Linear Shear Flow Of A Newsupporting
confidence: 86%
“…3.2). This feature, which has been also x/a y/a observed in simulations of Fahs et al [93], implies larger asymmetry in the PDF, and consequently, larger normal stress differences in the yield stress suspensions as we increase the Bingham number. Fig.…”
Section: Interaction Of Two Particles In a Linear Shear Flow Of A Newsupporting
confidence: 73%
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“…e ultimate goal of measuring the rheological parameters of a slurry is to calculate its friction loss coe cient to indicate its performance in a pipeline. e pipe friction loss under di erent ow rates based on the Bingham ow model is calculated using the following formula [41][42][43][44]:…”
Section: E Ect Of Gradation Of Tailings On Slurry Friction Lossmentioning
confidence: 99%