In this paper we study the bulk stress of a suspension of rigid particles i
n viscoelastic fluids. We first apply the theoretical framework provided by
Batchelor [J. Fluid Mech. 41 (1970) 545] to derive an analytical expressio
n for the bulk stress of a suspension of rigid particles in a second-order
fluid under the limit of dilute and creeping flow conditions. The applicati
on of the suspension balance model using this analytical expression leads t
o the prediction of the migration of particles towards the centerline of th
e channel in pressure-driven flows. This is in agreement with experimental
observations. We next examine the effects of inertia (or flow Reynolds numb
er) on the rheology of dilute suspensions in Oldroyd-B fluids by two-dimens
ional direct numerical simulations. Simulation results are verified by comp
aring them with the analytical expression in the creeping flow limit. It is
seen that the particle contribution to the first normal stress difference
is positive and increases with the elasticity of the fluid and the Reynolds
number. The ratio of the first normal stress coefficient of the suspension
and the suspending fluid decreases as the Reynolds number is increased. Th
e effective viscosity of the suspension shows a shear-thinning behavior tin
spite of a non-shear-thinning suspending fluid) which becomes more pronoun
ced as the fluid elasticity increases. (C) 2001 Published by Elsevier Scien
ce B.V.