
144
4 Frequency Spectr um and Its Connection with the Green Function
The form of the functions (4.5.10), (4.5.11) and, in particular, the appearance of
characteristic denominators is not specific only for the crystal vibrations but reflects
the general features of the Green function for systems with collective excitations. We
thus analyze the function G(ε, k).
The function G(ε, k) regarded as a function of the variable ε has a pole at the point
ε = ω
2
(k) , i. e., at a point where ω coincides with the frequency o f one, the eigen-
vibrations. We, therefore, arrive at the following important property of the Green
function. The poles of the Fourier components of the Green function are determined
by the spectrum of crystal eigenfrequencies or, in other words, by its dispersion law.
Using (4.5.8), we obtain the Green function for stationary vibrations (in a scalar
model) in the form
G
ε
(n)=
1
N
∑
k
e
ikr (n)
ε − ω
2
(k)
. (4.5.12)
Assuming quasi-continuity of the spectrum of the k-vector values we may rewrite
(4.5.12) in the form of an integral:
G
ε
(n)=
V
0
(2π
3
)
e
ikr (n)
d
3
k
ε − ω
2
(k)
, (4.5.13)
where V
0
is the unit cell volume.
The generalization of (4.5.12) is obvious in view of (4.5.11):
G
ij
ε
(n)=
1
N
∑
k,α
e
i
(k, α)e
j
(k, α)
ε − ω
2
α
(k)
e
ikr (n)
. (4.5.14)
Changing (4.5.14) to an integral form is accomplished analogously to the transfor-
mation from (4.5.12) to (4.5.13).
We now return to a scalar model. If the value of the parameter ε does not get into
the band of crystal eigenfrequency squares (in our case ε > ω
2
m
) the formula (4.5.13)
unambiguously determines a certain function n dependent on the parameter ε.
However, the case 0 < ε < ω
2
m
, i. e., when the frequency ω is in the continuous
spectrum interval, is more interesting. As the Fourier components of the Green func-
tion have a pole, the integral (4.5.13) is meaningless (it diverges). More exactly, it
is senseless in its literal interpretation when the parameter ε is considered to be real.
However, this singularity of the vibrational system behavior is typical for any reso-
nance system when damping (dissipation) of the eigenvibrations is neglected, and it
results in infinitely large amplitudes of vibrations as soon as the frequency of the ex-
citation force coincides with one of the eigenfrequencies of the system. It is known
how to overcome this difficulty. It is necessary to take into account at least small
damping of the eigenvibration existing in the system. For unbounded systems with
distributed parameters, whose eigenvibrations have the form of waves with a contin-
uous frequency spectrum, equations such as (4.5.13) can be regularized by choosing
special conditions at infinity. Formally, this reduces to the fact that the parameter ε