7.2 A Mass on a
Light Spring
Let us return to the system that we studied at the
very beginning of the book, the harmonic
oscillator constructed by putting a mass at the end
of a light spring. We are now in a position
to understand precisely what “light” means for this
system, because we can now allow the
spring to have a nonzero linear mass density, ½L, and find the normal modes of
this system.
We will then be able to see what happens as ½L ! 0.
To be specific, consider a spring with equilibrium
length `
and spring
constant K, fixed at
x = 0 and constrained to oscillate only
in the x
direction (that
is longitudinally). Now attach
a mass, m,
to the free end (with equilibrium position x = `).
The spring, for 0 <
x < `, can
be regarded as part of a space translation invariant
system. To find the normal modes for this
system, we look for linear combination of the modes
of the infinite spring (for a given !)
that
reproduces the physics at x = 0 and x = `. The fixed end at x = 0 is easy. This fixes the
form of the modes to be proportional to
sin knx (7.16)
with frequency
!n =
s
K`
½L
kn : (7.17)
As always, kn and !n are related by the dispersion
relation, (7.4). Now to determine the
possible values of kn, we require that F = ma be satisfied for the mass.
Suppose, for
example, that the amplitude of the oscillation is A (a length). Then the displacement
of the
point on the spring with equilibrium position x is
Ã(x; t) = Asin knx cos !nt ; (7.18)
158 CHAPTER 7. LONGITUDINAL OSCILLATIONS AND SOUND
and the displacement of the mass is determined by
the displacement of the end of the spring,
x(t) ´ Ã(`; t) = Asin kn` cos !nt : (7.19)
The acceleration is
a(t) = @2
@t2Ã(`; t) = ¡!2
n Asin kn` cos !nt (7.20)
q q q ..................
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... i..................
...
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...
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...
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...
m
q q q .......
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.......
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.......
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................ i.......
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m
equilibrium
stretched
j j
` ¡ a `
j j j j
Ã(` ¡ a; t) Ã(`; t)
Figure 7.2: The stretching of the last spring is Ã(`; t) ¡ Ã(` ¡ a; t).
To find the force on the mass, consider the massive
spring as the continuum limit as
a ! 0 of masses connected by massless
springs of equilibrium length a,
as at the beginning
of the chapter. Then the force on the mass at the
end is determined by the stretching of the last
spring in the series. This, in turn, is the
difference between the displacement of the system at
x = ` and x = ` ¡ a, as illustrated in figure 7.2.
Thus the force is
F = ¡Ka [Ã(`; t) ¡ Ã(` ¡ a; t)] : (7.21)
In order to take the limit, a ! 0, rewrite this as
F = ¡Kaa
Ã(`; t) ¡ Ã(` ¡ a; t)
a
: (7.22)
Now in the continuum limit,Kaa isK`, and the last factor goes to a
derivative, @
@x Ã(x; t)jx=`.
The final result for the force is therefore2
F = ¡K`
@
@x
Ã(x; t)jx=` = ¡K` kn Acos kn` cos !nt : (7.23)
2Note that we can use this to give
an alternate derivation of the boundary condition for a free end, (7.14).
7.2. A MASS ON A LIGHT SPRING 159
Note that the units work. K` is a force. @
@xà is dimensionless.
Putting (7.20) and (7.23) into F = ma and canceling a factor of ¡Acos !nt on both
sides gives,
K`kn cos kn` = m!2
n sin kn` : (7.24)
Using the dispersion relation to eliminate !2
n , we obtain
kn` tan kn` = ½L`
m
: (7.25)
We have multiplied both sides of (7.25) by ` in order to deal with the
dimensionless
variables kn` (which is 2¼ times the number of wavelengths
that fit onto the spring) and the
dimensionless number
² ´
½L`
m
(7.26)
(which is the ratio of the mass of the spring, ½L`, to the mass, m). The spring is light if ² is
much smaller than one.
The important point is that (7.25) has only one
solution for kn` that
goes to zero as ² ! 0.
Because tan k` ¼ k` for
small k`, it is
k0` ¼
p
² : (7.27)
For all the other solutions, the smallness of the
left-hand side of (7.25) must come because
tan kn` is very small,
kn` ¼ n¼ for n = 1 to 1: (7.28)
But (7.28) implies
x(t) ´ Ã(`; t) = Asin kn` cos !nt ¼ 0 for n = 1 to 1: (7.29)
In other words, in all the solutions except k0, the mass is hardly moving at
all, and the spring
is doing almost all the oscillating, looking very
much like a system with two fixed ends.
Furthermore, the frequencies of all the modes except
the k0 mode are large,
!n ¼ n¼
s
K
½L`
for n = 1 to
1; (7.30)
while the frequency of the k0 mode is
!0 ¼
s
K
m
: (7.31)
For small ² (large
mass), the k0 mode is associated primarily with
the oscillation of the mass,
and has about the frequency we found for the case of
the massless spring. The other modes
are in an entirely different range of frequencies.
They are associated with the oscillations of
the spring. This is an important example of the way
in which a single system can behave in
very different ways in different regimes of
frequency.
160 CHAPTER 7. LONGITUDINAL OSCILLATIONS AND SOUND
7.3 The Speed of
Sound
z = 0
z = `
6
z
Figure 7.3: An organ pipe.
The physics of sound waves is obviously a three-dimensional
problem. However, we can
learn a lot about sound by considering motion of air
in only one-dimension. Consider, for
example, standing waves in the air in a long narrow
tube like an organ pipe, shown in cartoon
form in figure 7.3. Here, we will ignore the motion
of the air perpendicular to the length of
the pipe, and consider only the one-dimensional
motion along the pipe. As we will see later,
when we can deal with three-dimensional problems,
this is a sensible thing to do for low
frequencies, at which the transverse modes of
oscillation cannot be excited. If we consider
only one-dimensional motion, we can draw an analogy
between the oscillations of the air in
the pipe and the longitudinal waves in a massive
spring.
It is clear what the analog of ½L is. The linear mass density of
the air in the tube is
½L = ½A (7.32)
where A is
the cross-sectional area of the tube. The question then is what is K` for a tube of
air?
Consider putting a piston at the top of the tube, as
shown in figure 7.4. With the piston at
the top of the tube, there is no force on the
piston, because the pressure of the air in the tube
is the same as the pressure of the air in the room
outside. However, if the piston is moved in
a distance dz,
as shown figure 7.5, the volume of the air in the tube is decreased by
¡ dV = Adz : (7.33)
7.3. THE SPEED OF SOUND 161
z = 0
z = `
6
z
Figure 7.4: The organ pipe with a piston at the top.
The air in the tube acts like a spring.
z = 0
z = `
6
z
dz
¡
¡
Figure 7.5: Pushing in the piston changes the volume
of the air in the tube.
If the piston were moved in slowly enough for the
temperature of the gas to stay constant,
162 CHAPTER 7. LONGITUDINAL OSCILLATIONS AND SOUND
then the pressure would simply be inversely
proportional to the volume. However, in a sound
wave, the motion of the air is so rapid that almost
no heat has a chance to flow in or out of
the system. Such a change in the volume is called
“adiabatic.” When the volume is decreased
adiabatically, the temperature goes up (because the
force on the piston is doing work) and the
pressure increases faster than 1=V , like
p / V ¡° (7.34)
where ° is
a positive constant that depends on the thermodynamic properties of the gas.
More
precisely, ° is
the ratio of the specific heat at constant pressure to the specific heat at
constant
volume:3
CP =CV (7.35)
In air, at standard temperature and pressure
°air ¼ 1:40 (7.36)
Now we can write from (7.34),
dp
p
= ¡°
dV
V
(7.37)
or
dp = ¡°p
dV
V
¼
°Ap0
V
dz = °p0
`
dz (7.38)
where p0 is the equilibrium (room) pressure. Then the force
on the piston is
dF = Adp = ° A2 p0
V
dz = ° Ap0
`
dz (7.39)
so that
K = dF
dz
= ° Ap0
`
(7.40)
and K` is
K` = ° Ap0 : (7.41)
Thus we expect the dispersion relation to be
!2 = v2
soundk2 = K`
½L
k2 = ° p0
½
k2 (7.42)
where we have defined the “speed of sound”, vsound, as
v2
sound = ° p0
½
(7.43)
3See, for example, Halliday and
Resnick.
7.3. THE SPEED OF SOUND 163
For air at standard temperature and pressure,
vsound ¼ 332
m
s : (7.44)
As we will see in the next chapter, this is actually
the speed at which sound waves travel. For
now, it is just a parameter in our calculation of
the normal modes.
In the pipe shown in (7.3), the displacement of the
air, which we will call Ã(z; t), must
vanish at z = 0,
because the bottom of the tube is closed and there is nowhere for the gas to
go.
The z derivative
of à must vanish at z = `, because the excess pressure is
proportional
to ¡ @
@zÃ. The pressure is proportional to
the force in our analogy with longitudinal waves in
the massive spring. Using (7.41) and (7.23), we
expect the longitudinal force to be
§ °Ap0
@
@z
à (7.45)
or the excess pressure to be
p ¡ p0 = ¡° p0
@
@z
à : (7.46)
We want the negative sign because for @
@zà > 0, the air is spreading out and
has lower
pressure.
Thus for a standing wave in the pipe, (7.3), we
expect the boundary conditions
Ã(0; t) = 0 ;
@
@z
Ã(z; t)jz=` = 0 ; (7.47)
for which the solution is
Ã(z; t) = sin kz cos !t (7.48)
k =
(n + 1=2)¼
`
; ! = vk ; (7.49)
where v = vsound, for nonnegative integer n. In particular, the lowest
frequency mode of the
tube corresponds to n = 0,
! = v¼
2`
; º = !
2¼
= v
4`
: (7.50)
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