Abstract
Dispersions of solid spherical grains of diameter
D
= 0.13cm were sheared in Newtonian fluids of varying viscosity (water and a glycerine-water-alcohol mixture) in the annular space between two concentric drums. The density σ of the grains was balanced against the density ρ of the fluid, giving a condition of no differential forces due to radial acceleration. The volume concentration
C
of the grains was varied between 62 and 13 %. A substantial radial dispersive pressure was found to be exerted between the grains. This was measured as an increase of static pressure in the inner stationary drum which had a deformable periphery. The torque on the inner drum was also measured. The dispersive pressure
P
was found to be proportional to a shear stress
λ
attributable to the presence of the grains. The linear grain concentration λ is defined as the ratio grain diameter/mean free dispersion distance and is related to
C
by
λ
=
1
(
C
0
/
C
)
1
2
−
1
where
C
0
is the maximum possible static volume concentration. Both the stresses
T
and
P
, as dimensionless groups
T
σ
D
2
/λη
2
, and
P
σ
D
2
/λη
2
, were found to bear single-valued empirical relations to a dimensionless shear strain group λ
½
σ
D
2
(d
U
/d
y
)lη for all the values of λ< 12(
C
= 57% approx.) where d
U
/d
y
is the rate of shearing of the grains over one another, and η the fluid viscosity. This relation gives
T
α
σ
(
λ
D
)
2
(
dU
/
dy
)
2
and
T
∝
λ
1
2
η
d
U
/
dy
according as d
U
/d
y
is large or small, i.e. according to whether grain inertia or fluid viscosity dominate. An alternative semi-empirical relation
F
= (1+λ)(1+½λ)ηd
U
/d
y
was found for the viscous case, when
T
is the whole shear stress. The ratio
T/P
was constant at 0·3 approx, in the inertia region, and at 0.75 approx, in the viscous region. The results are applied to a few hitherto unexplained natural phenomena.
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