A note on Stokes' problem in dense granular media using the μ(I)μ(I)--rheology

preprint2018arXivOpen access

Abstract

The classical Stokes' problem describing the fluid motion due to a steadily moving infinite wall is revisited in the context of dense granular flows of mono-dispersed beads using the recently proposed μ(I)μ(I)--rheology. In Newtonian fluids, molecular diffusion brings about a self-similar velocity profile and the boundary layer in which the fluid motion takes place increases indefinitely with time tt as νt\sqrt{νt}, where νν is the kinematic viscosity. For a dense granular visco-plastic liquid, it is shown that the local shear stress, when properly rescaled, exhibits self-similar behaviour at short-time scales and it then rapidly evolves towards a steady-state solution. The resulting shear layer increases in thickness as νgt\sqrt{ν_g t} analogous to a Newtonian fluid where νgν_g is an equivalent granular kinematic viscosity depending not only on the intrinsic properties of the granular media such as grain diameter dd, density ρρ and friction coefficients but also on the applied pressure pwp_w at the moving wall and the solid fraction ϕϕ (constant). In addition, the μ(I)μ(I)--rheology indicates that this growth continues until reaching the steady-state boundary layer thickness δs=βw(pw/ϕρg)δ_s = β_w (p_w/ϕρg ), independent of the grain size, at about a finite time proportional to βw2(pw/ρgd)3/2d/gβ_w^2 (p_w/ρg d)^{3/2} \sqrt{d/g}, where gg is the acceleration due to gravity and βw=(τw−τs)/τsβ_w = (τ_w - τ_s)/τ_s is the relative surplus of the steady-state wall shear-stress τwτ_w over the critical wall shear stress τsτ_s (yield stress) that is needed to bring the granular media into motion... (see article for a complete abstract).

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