Abstract

We consider the dynamics of a small spherical particle driven through an unbounded viscoelastic shear flow by an external force. We give analytical solutions to both the mobility problem (velocity of forced particle) and the resistance problem (force on fixed particle), valid to second order in the dimensionless Deborah and Weissenberg numbers, which represent the elastic relaxation time of the fluid relative to the rate of translation and the imposed shear rate. We find a shear-induced lift at $O({\rm Wi})$, a modified drag at $O({\rm De}^2)$ and $O({\rm Wi}^2)$, and a second lift that is orthogonal to the first, at $O({\rm Wi}^2)$. The relative importance of these effects depends strongly on the orientation of the forcing relative to the shear. We discuss how these forces affect the terminal settling velocity in an inclined shear flow. We also describe a new basis set of symmetric Cartesian tensors, and demonstrate how they enable general tensorial perturbation calculations such as the present theory. In particular this scheme allows us to write down a solution to the inhomogenous Stokes equations, required by the perturbation expansion, by a sequence of algebraic manipulations well suited to computer implementation.

Highlights

  • In this paper we consider the mobility of a small spherical particle driven through an unbounded viscoelastic shear flow by an external force

  • In a Newtonian fluid the velocity of the particle is determined by the balance between the Stokes drag and the external force and it is unaffected by the shear flow because of the linearity of Stokes equations

  • Mobility problem Here we consider a particle moving under the effect of an external force

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Summary

Introduction

In this paper we consider the mobility of a small spherical particle driven through an unbounded viscoelastic shear flow by an external force. A viscoelastic shear flow can reduce the terminal velocity of a sphere when the applied shear flow is perpendicular to gravity [1,2,3,4]. This so-called cross-shear flow is a model system for transport of particles in vertical cracks induced by hydraulic fracturing [5]. Calculations by Housiadas and Tanner [2,7] demonstrate that the drag is increased in an unbounded viscoelastic cross-shear flow

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