- Objectives of this section
- Define the nature of a fluid.
- Show where fluid mechanics concepts
are common with those of solid mechanics and indicate some
fundamental areas of difference.
- Introduce viscosity and show what
are Newtonian and non-Newtonian fluids
- Define the appropriate physical
properties and show how these allow differentiation between solids
and fluids as well as between liquids and gases.
- Fluids
There are two aspects of fluid mechanics which make it different
to solid mechanics:
- The nature of a fluid is much
different to that of a solid
- In fluids we usually deal with continuous
streams of fluid without a beginning or end. In solids we only
consider individual elements.
We normally recognise three states of
matter: solid; liquid and gas. However, liquid and gas are both
fluids: in contrast to solids they lack the ability to resist
deformation. Because a fluid cannot resist the deformation force, it
moves, it flows under the action of the force. Its shape will
change continuously as long as the force is applied. A solid can
resist a deformation force while at rest, this force may cause some
displacement but the solid does not continue to move indefinitely.
The deformation is caused by shearing
forces which act tangentially to a surface. Referring to the
figure below, we see the force F acting tangentially on a rectangular
(solid lined) element ABDC. This is a shearing force and produces the
(dashed lined) rhombus element A'B'DC.
Shearing force, F, acting on a
fluid element.
We can then say:
A Fluid is a substance which
deforms continuously,
or flows, when subjected to shearing forces.
and conversely this definition implies
the very important point that:
If a fluid is at rest there are
no shearing forces acting.
All forces must be perpendicular to the planes which the are acting.
When a fluid is in motion shear
stresses are developed if the particles of the fluid move relative to
one another. When this happens adjacent particles have different
velocities. If fluid velocity is the same at every point then there is
no shear stress produced: the particles have zero relative velocity.
Consider the flow in a pipe in which
water is flowing. At the pipe wall the velocity of the water will be
zero. The velocity will increase as we move toward the centre of the
pipe. This change in velocity across the direction of flow is known as
velocity profile and shown graphically in the figure below:
Velocity profile in a pipe.
Because particles of fluid next to each
other are moving with different velocities there are shear
forces in the moving fluid i.e. shear forces are normally
present in a moving fluid. On the other hand, if a fluid is a long way
from the boundary and all the particles are travelling with the same
velocity, the velocity profile would look something like this:
Velocity profile in uniform
flow
and there will be no shear forces
present as all particles have zero relative velocity. In practice we
are concerned with flow past solid boundaries; aeroplanes, cars, pipe
walls, river channels etc. and shear forces will be present.
- Newton's Law of Viscosity
How can we make use of these
observations? We can start by considering a 3d rectangular element of
fluid, like that in the figure below.
Fluid element under a shear
force
The shearing force F acts on the area
on the top of the element. This area is given by
.
We can thus calculate the shear stress which is equal to force
per unit area i.e.
The deformation which this shear stress
causes is measured by the size of the angle f and is know as shear
strain.
In a solid shear strain, f, is
constant for a fixed shear stress t.
In a fluid f increases for as long as t is applied - the fluid flows.
It has been found experimentally that
the rate of shear stress (shear stress per unit time, t/time)
is directly proportional to the shear stress.
If the particle at point E (in the
above figure) moves under the shear stress to point E' and it takes
time t to get there, it has moved the distance x. For
small deformations we can write
shear strain
where
is the velocity of the particle at E.
Using the experimental result that
shear stress is proportional to rate of shear strain then
The term
is the change in velocity with y, or the velocity gradient, and may be
written in the differential form
.
The constant of proportionality is known as the dynamic viscosity,
,
of the fluid, giving
This is known as Newton's
law of viscosity.
- Fluids vs. Solids
In the above we have discussed the
differences between the behaviour of solids and fluids under an
applied force. Summarising, we have;
- For a solid the strain is a
function of the applied stress (providing that the elastic limit
has not been reached). For a fluid, the rate of strain is
proportional to the applied stress.
- The strain in a solid is
independent of the time over which the force is applied and (if
the elastic limit is not reached) the deformation disappears when
the force is removed. A fluid continues to flow for as long
as the force is applied and will not recover its original form
when the force is removed.
It is usually quite simple to classify substances as either solid or
liquid. Some substances, however, (e.g. pitch or glass) appear solid
under their own weight. Pitch will, although appearing solid at room
temperature, deform and spread out over days - rather than the
fraction of a second it would take water.
As you will have seen when looking at
properties of solids, when the elastic limit is reached they seem to
flow. They become plastic. They still do not meet the
definition of true fluids as they will only flow after a certain
minimum shear stress is attained.
- Newtonian / Non-Newtonian Fluids
Even among fluids which are accepted as
fluids there can be wide differences in behaviour under stress. Fluids
obeying Newton's law where the value of m is constant are known as Newtonian
fluids. If m is constant the shear stress is linearly dependent on
velocity gradient. This is true for most common fluids.
Fluids in which the value of m is not
constant are known as non-Newtonian fluids. There are several
categories of these, and they are outlined briefly below.
These categories are based on the
relationship between shear stress and the velocity gradient (rate of
shear strain) in the fluid. These relationships can be seen in the
graph below for several categories
Shear stress vs. Rate of shear
strain du/dy
Each of these lines can be represented
by the equation
where A, B and n are constants. For
Newtonian fluids A = 0, B = m and n = 1.
Below are brief description of the
physical properties of the several categories:
- Plastic: Shear stress must
reach a certain minimum before flow commences.
- Bingham plastic: As with the
plastic above a minimum shear stress must be achieved. With this
classification n = 1. An example is sewage sludge.
- Pseudo-plastic: No minimum
shear stress necessary and the viscosity decreases with rate of
shear, e.g. colloidial substances like clay, milk and cement.
- Dilatant substances;
Viscosity increases with rate of shear e.g. quicksand.
- Thixotropic substances:
Viscosity decreases with length of time shear force is applied
e.g. thixotropic jelly paints.
- Rheopectic substances:
Viscosity increases with length of time shear force is applied
- Viscoelastic materials:
Similar to Newtonian but if there is a sudden large change in
shear they behave like plastic.
There is also one more - which is not
real, it does not exist - known as the ideal fluid. This is a
fluid which is assumed to have no viscosity. This is a useful concept
when theoretical solutions are being considered - it does help achieve
some practically useful solutions.
- Liquids vs. Gasses
Although liquids and gasses behave in
much the same way and share many similar characteristics, they also
possess distinct characteristics of their own. Specifically
- A liquid is difficult to compress
and often regarded as being incompressible.
A gas is easily to compress and usually treated as such - it
changes volume with pressure.
- A given mass of liquid occupies a
given volume and will occupy the container it is in and form a
free surface (if the container is of a larger volume).
A gas has no fixed volume, it changes volume to expand to fill the
containing vessel. It will completely fill the vessel so no free
surface is formed.
- Causes of Viscosity in Fluids
- Viscosity in Gasses
The molecules of gasses are only
weakly kept in position by molecular cohesion (as they are so far
apart). As adjacent layers move by each other there is a
continuous exchange of molecules. Molecules of a slower layer move
to faster layers causing a drag, while molecules moving the other
way exert an acceleration force. Mathematical considerations of
this momentum exchange can lead to Newton law of viscosity.
If temperature of a gas increases
the momentum exchange between layers will increase thus increasing
viscosity.
Viscosity will also change with
pressure - but under normal conditions this change is negligible
in gasses.
- Viscosity in Liquids
There is some molecular interchange
between adjacent layers in liquids - but as the molecules are so
much closer than in gasses the cohesive forces hold the molecules
in place much more rigidly. This cohesion plays an important roll
in the viscosity of liquids.
Increasing the temperature of a
fluid reduces the cohesive forces and increases the molecular
interchange. Reducing cohesive forces reduces shear stress, while
increasing molecular interchange increases shear stress. Because
of this complex interrelation the effect of temperature on
viscosity has something of the form:
where
is the viscosity at temperature TC, and
is the viscosity at temperature 0C. A and B are constants for a
particular fluid.
High pressure can also change the
viscosity of a liquid. As pressure increases the relative movement
of molecules requires more energy hence viscosity increases.