Environmental Engineering Reference
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which shows the importance of the constant-strain contribution Λ γ .It
ensures that the spin-wave energy gap E 0 ( T ), instead of going to zero
as
1 / 2 , remains non-zero, as illustrated in Fig. 5.4, when the
transition at H = H c is approached. Such a field just cancels the macro-
scopic hexagonal anisotropy, but energy is still required in the spin wave
to precess the moments against the strain field of the lattice.
By symmetry, the γ -strains do not contain terms linear in ( θ
|
H
H c |
π
2
),
and the choice between constant-stress and constant-strain conditions
therefore has no influence on their contribution to the second derivative
of F with respect to θ ,at θ = π/ 2. Consequently, the γ -strains do
not change the relation between A 0 ( T )+ B 0 ( T )and F θθ , given by eqn
(5.3.14). The ε -strains vanish at θ = π/ 2, but they enter linearly with
( θ
2
). Therefore they have no effect on A 0 ( T )+ B 0 ( T ), but they
contribute to F θθ . To see this, we consider the ε -strain part of the
Hamiltonian, eqn (2.2.29):
H ε =
i
2
( J i ) ε 2 } .
c ε ( ε 1 + ε 2 )
Q 2 ( J i ) ε 1 + Q 1
B ε 1 {
(5 . 4 . 16)
2
The equilibrium condition is
1
c ε
= 4
Q 2
ε 1 =
B ε 1
H ε sin 2 θ cos φ,
in terms of the magnetostriction parameter H ε . In the basal-plane fer-
romagnet, ε 1
and ε 2
both vanish.
The transformation (5.2.2) leads
to
Q 2 = 4
( O 2
O 2 )sin2 θ cos φ
O 2 cos 2 θ cos φ + O 1
cos θ sin φ
2
+ 2
O 2
2
sin θ sin φ,
(5 . 4 . 17)
2
and Q 1
2
is given by the same expression, if φ is replaced by φ
.This
implies that
4
c ε
2
c ε
B ε 1 4
B ε 1 J (2) I 5 / 2 [ σ ] η 1
( O 2
O 2 )
H ε =
=
.
(5 . 4 . 18)
+
The static ε -strains are zero and do not contribute to the spin-wave
parameters A 0 ( T )
B 0 ( T ), but they affect the second derivative of F ,
with respect to θ , under zero-stress conditions and, corresponding to
(5.4.12), we have
±
=
2 F
∂θ 2
1
NJσ
1
NJσ F θθ ,
A 0 ( T )+ B 0 ( T )=
ε +
(5 . 4 . 19)
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