364 Chapter 12Second-order differential equations. Constant coefficients
Then
and
This is equal toA 1 cos 1 ωtwhend 1 = 10 andc 1 = 1 A 2 (ω
2
0
1 − 1 ω
2
). The particular integral is
therefore
(12.85)
and the general solution of equation (12.83) for the oscillator in the external field is
x(t) 1 = 1 x
h
(t) 1 + 1 x
p
(t)
(12.86)
The solution shows that the behaviour of the system depends strongly on the relative
values ofωandω
0
. In particular, when the frequencyωof the external force is close
to the natural frequency of the oscillator, the maximum amplitude of oscillation (the
maximum value ofx(t)), is large, and tends to infinity asω 1 → 1 ω
0
. This phenomenon
of large oscillations is called resonance, and is an important factor in the study of
vibrating systems in both classical and quantum mechanics.
In the case of resonance, whenω 1 = 1 ω
0
, the function (12.85) is not the required
particular integral because it is already a solution of the homogeneous equation. The
required function is (by prescription (a)in Section 12.8)
x
p
(t) 1 = 1 t(c 1 cos 1 ω
0
t 1 + 1 d 1 sin 1 ω
0
t) (12.87)
Substitution in (12.83) then givesc 1 = 10 andd 1 = 1 A 22 πω
0
, and the particular integral
in this case is
(12.88)
The graph of this function, in Figure 12.9, shows how in the case of resonance the
amplitude of the oscillation increases indefinitely with time. In mechanical systems
resonance may be avoided by the application of a suitable damping force.
xt
A
tt
p
()= sin
2
0
0
ω
ω
=++
−
dtdt
At
1020
0
22
cos sin
cos
ωω
ω
ωω
xt
At
p
()
cos
=
−
ω
ωω
0
22
dx
dt
xctdt
p
p
2
2
0
2
0
22
+=−ωωω ω ω()(cossin)+
dx
dt
ctd t
dx
dt
ctd
pp
=−ωωω ωsin + cos , =−ω( cosω+
2
2
2
ssin )ωt