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7
Classical Flu ids
7.1
Viscous Stress Tensor, Stokesian, and Newtonian Fluids
A fundamental characteristic of any fluid — be it a liquid or a gas — is that
the action of shear stresses, no matter how small they may be, will cause the
fluid to deform continuously as long as the stresses act. It follows, therefore,
that a fluid at rest (or in a state of rigid body motion) is incapable of
sustaining any shear stress whatsoever. This implies that the stress vector
on an arbitrary element of surface at any point in a fluid at rest is proportional
to the normal
n
of that element, but independent of its direction. Thus, we
i
write
() =
n
t
σ
n
= −
p n
(7.1-1)
i
ij
j
o
i
where the (positive) proportionality constant
p
is the
thermostatic pressure
or,
o
as it is frequently called, the
hydrostatic pressure
. We note from Eq 7.1-1 that
σ
=p
δ
(7.1-2)
ij
o
ij
which indicates that for a fluid at rest the stress is everywhere compressive,
that every direction is a principal stress direction at any point, and that the
hydrostatic pressure is equal to the mean normal stress,
1
3 σ
p
=−
(7.1-3)
o
ii
This pressure is related to the temperature
θ
and density
ρ
by an equation
of state having the form
(
) = 0
Fp o ,,
ρθ
(7.1-4)
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For a fluid in motion the shear stresses are not usually zero, and in this
case we write
σ
=p
−+
δ
τ
(7.1-5)
ij
ij
ij
where
which is a function of the motion
and vanishes when the fluid is at rest. In this equation, the pressure
τ
is called the
viscous stress tensor,
ij
p
is
called the
thermodynamic pressure
and is given by the same functional rela-
tionship with respect to
θ
and
ρ
as that for the static pressure
p
in the
o
equilibrium state, that is, by
(
) = 0
Fp ,,
ρθ
(7.1-6)
Note from Eq 7.1-5 that, for a fluid in motion,
p
is not equal to the mean
normal stress, but instead is given by
1
3 στ
(
)
p
=−
(7.1-7)
ii
ii
so that, for a fluid at rest (
.
In developing constitutive equations for viscous fluids, we first remind
ourselves that this viscous stress tensor must vanish for fluids at rest, and
following the usual practice, we assume that
τ
= 0),
p
equates to
p
ij
o
τ
is a function of the rate of
ij
deformation tensor
D
. Expressing this symbolically, we write
ij
()
τ ij
=
f
D
(7.1-8)
ij
If the functional relationship in this equation is nonlinear, the fluid is called
a
Stokesian
fluid. When
f
defines
τ
as a linear function of
D
, the fluid is
ij
ij
ij
known as a
Newtonian
fluid, and we represent it by the equation
τ ij
=
KD
(7.1-9)
ijpq
pq
in which the coefficients
reflect the viscous properties of the fluid.
As may be verified experimentally, all fluids are isotropic. Therefore,
K
ijpq
K
ijpq
in Eq 7.1-9 is an isotropic tensor; this, along with the symmetry properties
of
to 2. We conclude
that, for a homogeneous, isotropic Newtonian fluid, the constitutive equation
is
D
and
τ
, allow us to reduce the 81 coefficients
K
ij
ij
ijpq
*
*
σ
=−
p
δ
+
λ δ
D
+
2
µ
D
(7.1-10)
ij
ij
ij
kk
ij
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where
which denote the viscous properties
of the fluid. From this equation we see that the mean normal stress for a
Newtonian fluid is
λ
* and
µ
* are
viscosity coefficients
1
3
1
3
(
)
*
*
σ
=− +
p
32
λ
+
µ
D
=− +
p
κ
* D
(7.1-11)
ii
ii
ii
1
3
where
*
*
* )
is known as the
coefficient of bulk viscosity
. The
κ
=
(3
λ
+
2
µ
condition
1
3
*
*
* )
κ
=
(3
λ
+
2
µ
=
0
(7.1-12
a
)
or, equivalently,
2
3
*
*
λ
=−
µ
(7.1-12
b
)
is known as
and we see from Eq 7.1-11 that this condition
assures us that, for a Newtonian fluid at rest, the mean normal stress equals
the (negative) pressure
Stokes condition,
.
If we introduce the deviator tensors
p
1
3
S ij =σδ σ
(7.1-13
a
)
ij
ij
kk
for stress and
1
3
β
=−
D
δ
D
(7.1-13
b
)
ij
ij
ij
kk
for rate of deformation into Eq 7.1-10, we obtain
1
3
1
3
*
S
+
δσ
= −
p
δ
+
δ λ
(3
*
+
2
µ
*)
D
+
2
µβ
(7.1-14)
ij
ij
kk
ij
ij
kk
ij
which may be conveniently split into the pair of constitutive equations
*
S ij
=
2
µβ
(7.1-15
a
)
ij
(
)
*
σ
=−
3
pD
κ
(7.1-15
b
)
ii
ii
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The first of this pair relates the shear effect of the motion with the stress
deviator, and the second associates the mean normal stress with the thermo-
dynamic pressure and the bulk viscosity.
7.2
Basic Equations of Viscous Flow, Navier-Stokes
Equations
Inasmuch as fluids do not possess a “natural state” to which they return
upon removal of applied forces, and because the viscous forces are related
directly to the velocity field, it is customary to employ the Eulerian descrip-
tion in writing the governing equations for boundary value problems in
viscous fluid theory. Thus, for the thermomechanical behavior of a Newtonian
fluid, the following field equations must be satisfied:
(a)
the continuity equation (Eq 5.3-6)
˙
ρ+=
v i,i
0
(7.2-1)
(b)
the equations of motion (Eq 5.4-4)
˙
σρρ
ij, j
+=
bv
(7.2-2)
i
i
(c)
the constitutive equations (Eq 7.1-10)
*
*
σ
=−
p
δ
+
λ δ
D
+
2
µ
D
(7.2-3)
ij
ij
ij
kk
ij
(d)
the energy equation (Eq 5.7-13)
u= D q
ρσ
−+
ρ
r
(7.2-4)
ij
ij
i,i
(e)
the kinetic equation of state (Eq 7.1-6)
(
)
pp
=
ρθ
,
(7.2-5)
(f)
the caloric equation of state (Eq 5.8-1)
(
)
uu
=
ρθ
,
(7.2-6)
(g)
the heat conduction equation (Eq 5.7-10)
q i
=−κθ ,
(7.2-7)
i
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This system, Eqs 7.2-1 through 7.2-7, together with the definition of the rate
of deformation tensor,
1
2
(
)
Dv
=
+
v
(7.2-8)
ij
i j
,
j i
,
represents 22 equations in the 22 unknowns,
. If
thermal effects are neglected and a purely mechanical problem is proposed,
we need only Eqs 7.2-1 through 7.2-3 as well as Eq 7.2-8 and a temperature
independent form of Eq 7.2-5, which we state as
σ
,
ρ
,
v
,
D
,
u
,
q
,
p
, and
θ
ij
i
ij
i
()
pp
=
ρ
(7.2-9)
.
Certain of the above field equations may be combined to offer a more
compact formulation of viscous fluid problems. Thus, by substituting
Eq 7.2-3 into Eq 7.2-2 and making use of the definition Eq 7.2-8, we obtain
This provides a system of 17 equations in the 17 unknowns,
σ
,
ρ
,
v
,
D
, and
p
ij
i
ij
(
)
˙
*
*
*
ρρ
vb
=−++
p
λµ
v
+
µ
v
(7.2-10)
i
i
,
i
j ji
,
i jj
,
which are known as the
equations for fluids. These equations,
along with Eqs 7.2-4, 7.2-5, and 7.2-6, provide a system of seven equations
for the seven unknowns,
Navier-Stokes
. Notice that even though Eq 7.2-3
is a linear constitutive equation, the Navier-Stokes equations are nonlinear
because in the Eulerian formulation
v
,
ρ
,
p
,
u
, and
θ
i
v
t
v
=+
i
vv
i
j,j
2
3
If Stokes condition
*
*
is assumed, Eq 7.2-10 reduces to the form
λ
=−
µ
1
3
˙
*
ρρ
vb
=−+
p
µ
( v
+
3
v
)
(7.2-11)
i
i
,
i
j, ji
i, jj
Also, if the kinetic equation of state has the form of Eq 7.2-9, the Navier-
Stokes equations along with the continuity equation form a complete set of
four equations in the four unknowns,
.
In all of the various formulations for viscous fluid problems stated above,
the solutions must satisfy the appropriate field equations as well as boundary
and initial conditions on both traction and velocity components. The bound-
ary conditions at a fixed surface require not only the normal, but also the
tangential component of velocity to vanish because of the “boundary layer”
effect of viscous fluids. It should also be pointed out that the formulations
v
and
ρ
i
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