Environmental Engineering Reference
In-Depth Information
Equation (2.2.16) shows that the various anisotropy parameters depend
differently on temperature. At high temperatures,
κ
2
dominates and
its sign determines whether the moments are parallel or perpendicu-
lartothe
c
-axis. As the temperature is decreased, the importance of
the higher-rank terms grows, putting increasing weight on the terms of
fourth and sixth power in cos
θ
. The equilibrium value
θ
0
(
T
)of
θ
may
therefore change as a function of temperature, as occurs in Ho and Er,
and also in Gd where, however, the theory of this section is not imme-
diately applicable.
The coecients in the expansion for the free energy may be ob-
tained from experimental studies of the magnetization as a function of
the magnitude and direction of an applied magnetic field. The axial
part of the anisotropy is predominantly determined by the three
κ
l
-
parameters, and it is not usually easy to separate their contributions.
At low temperatures, where the higher-rank terms become relatively im-
portant, the axial anisotropy in the heavy rare earths is frequently so
strong that it is only possible to change
θ
by a few degrees from its equi-
librium value. Under these circumstances, it is only possible to measure
the components of the susceptibility, allowing a determination of the
second derivatives of
F
(
θ, φ
) in the equilibrium state (
θ, φ
)=(
θ
0
,φ
0
).
The
x
-axis lies in the symmetry
z
-
ζ
plane and the transverse part of the
susceptibility tensor is diagonal with respect to the (
x, y
)-axes. With a
field
h
x
applied in the
x
-direction, the moments rotate through an angle
δθ
=
θ
−
θ
0
, giving a component
J
x
=
−
J
z
δθ
=
χ
xx
h
x
. Introducing
∂
2
F
(
θ, φ
)
/∂θ
2
at (
θ, φ
)=(
θ
0
,φ
0
), and similarly for
the other second derivatives, we may write
the notation
F
θθ
≡
F
=
F
(
θ
0
,φ
0
)+
2
F
θθ
(
δθ
)
2
+
2
F
φφ
(
δφ
)
2
+
N
J
z
δθh
x
,
in the limit where the field goes to zero. The term
F
θφ
= 0, because
sin 6
φ
0
= 0. At equilibrium,
δθ
=
h
x
/F
θθ
, which determines the
susceptibility. When the field is applied in the
y
-direction, i.e. along the
direction (
−
N
J
z
−
sin
φ
0
,
cos
φ
0
,
0), the Zeeman contribution to
F
is
N J
z
h
y
sin
θ
sin (
φ − φ
0
)=
N J
z
h
y
sin
θ
0
δφ,
with
sin
θ
0
δφ
=
χ
yy
h
y
. Minimizing the free energy in the
presence of a field along the
y
-axis, we may derive the other susceptibility
component, obtaining
J
y
=
−
J
z
2
/F
θθ
2
sin
2
θ
0
/F
φφ
.
χ
xx
=
N
J
z
;
χ
yy
=
N
J
z
(2
.
2
.
18)
In calculating
χ
yy
, we have assumed that
θ
0
=0;if
θ
0
=0then
χ
yy
=
χ
xx
. Equation (2.2.18) is also valid in the presence of an ex-
ternal field, provided that the effects due to the Zeeman contribution,
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