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For simplicity, assume that this material is a physical spring made up of N particles and
the potential function is represented by the Taylor expansion
0
0
q j
q j
q j
q j q k
q k
N
N
2 V
V
1
2
V
(
q
) =
V 0 +
+
+··· .
q j
q j
q k
j
=
1
j
,
k
=
1
(3.16)
If the particles are near equilibrium, the net force acting on each one vanishes,
resulting in
0 =
V
,
=
,
,...,
.
0
j
1
2
N
(3.17)
q j
The first term in ( 3.16 ) is a constant and defines the reference potential, which for
convenience is chosen to be zero. The leading-order term in the Taylor expansion of
the potential function is therefore the third one for small displacements and has the
quadratic form
0
q j
q j q k
q k
N
2 V
1
2
V
(
q
) =
(3.18)
q j
q k
j
,
k
=
1
in terms of the oscillator displacements from their equilibrium positions and the
symmetric coupling coefficients.
The Hamiltonian for the N particles of our spring is therefore, with the equilibrium
displacements of the individual particles set to zero, or equivalently, with the variables
shifted to the new set q =
q 0 ,
q
p j
m +
N
N
1
2
q ) =
V jk q j q k
H
(
p
,
,
(3.19)
j
=
1
k
=
1
and the quantities V jk are the derivatives of the potential with respect to q j and q k at
equilibrium. From Hamilton's equations we arrive at the equations of motion written in
vector form (suppressing the primes),
m d 2 q
dt 2
+
Vq
=
0
,
(3.20)
where the matrix V has elements given by V jk .
The main ideas can be developed by
restricting considerations to a one-dimensional lattice and considering only nearest-
neighbor interactions, like Newton did in his model of the air column. Imposing the
simplification of nearest-neighbor interactions, we have the string of oscillator equations
m d 2 q j
dt 2
= κ [
q j + 1
2 q j +
q j 1 ] ,
j
=
1
,
2
,...,
N
,
(3.21)
where
is the elastic force constant of an individual spring (oscillator). The solution to
this equation is determined by the boundary conditions selected and the initial condi-
tions. A particularly simple and convenient form of the solution for the n th oscillator's
complex displacement is
κ
 
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