
156
5 Acoustics of Elastic Superlattices: Phonon Crystals
of the period. In dynamics of a crystal lattice the period of the crystal structure a
takes part in the analysis as a parameter and its value arises only at the estimation of
the elastic moduli of crystals. As to peculiarities of the vibrational spectrum they are
determined by the dimensionless parameter ak,wherek isavalueofthewavevector.
Therefore, the peculiarities of th e frequency spectrum, in particular the problem o f
the existence of gaps, depend not on a concrete value of a, but on its relation to the
wavelength. Consider this fact and consider longwave and low-frequency (acoustic)
vibrations putting ak 1.
The dynamics of a crystal in the ( k, ω)-area ak 1 and ω ω
D
does not dif-
fer from the dynamics of a continuum media and can be described by the theory of
elasticity. Consequently, the vibration spectrum of a homogeneous crystal coincides
with the spectrum of sound waves; it is continuous and without any gaps. However,
if the homogeneity of the crystal is broken and a macroscopic periodicity comes into
existence the situation changes markedly.
Consider a one-dimensional structure consisting of periodically arranged (along the
x-axis) layers of elastic isotropic materials of two types [d
α
are the thickness of layers
(α = 1, 2), s
α
is the velocity of the sound wave in the α layer, and the structure period
is d = d
1
+ d
2
]. The periodic structure under consideration has a macroscopic period
d, which, by definition, greatly exceeds the interatomic distance a. Such a periodic
structure will be called an elastic superlattice (SL). Sometimes a macroscopic periodic
structure consisting of alternating elastic materials that differ in their elastic moduli
and sound speeds is called a phonon crystal.
The field of the elastic wave u( r, t) propagating perpendicular to the layer plane is
determined by a standard wave equation. In a system of isotropic blocks, the waves of
two possible polarizations are independent, and we can restrict ourselves to analysis
of dynamic equations for the scalar fields u
α
∂
2
u
α
∂t
2
− s
2
α
∂
2
u
α
∂x
2
= 0, α = 1, 2. (5.2.1)
The velocity of a wave is s
α
=
µ
α
/ρ
α
(µ
α
and ρ
α
are the elastic moduli and mass
densities, respectively).
Equation (5.2.1) should be solved using the boundary conditions according to which
the displacements u
α
and stresses σ
α
= µ
α
∂u
α
∂x
are continuous at all boundaries of the
blocks.
Suppose that the elastic properties of two materials differ slightly and introduce the
notation δs
2
1
= s
2
1
− s
2
and δs
2
2
= s
2
2
− s
2
where the average speed squared s
2
is
determined by the condition
s
2
d = s
2
d
1
+ s
2
2
d
2
. (5.2.2)
Take into account δs
2
α
s
2
and rewrite (5.2.1) in the form
∂
2
u
α
∂t
2
− s
2
∂
2
u
α
∂x
2
= δs
2
α
∂
2
u
α
∂x
2
. (5.2.3)