
clamped then only electrical energy is stored. Eq. (6.43) is the basis of the
definition of the ‘effective coupling coefficient’ k
eff
, namely
k
2
eff
¼
input electrical energy converted into mechanical energy
input electrical energy
ð6:44Þ
Similarly from Eq. (6.40)
k
2
eff
¼
input mechanical energy converted into electrical energy
input mechanical energy
ð6:45Þ
In practice the energy transfer electrical-to-mechanical (or vice versa) occurs in a
complex 3-dimensional way. The strains caused by applied electrical or
mechanical stresses have components in three orthogonal directions necessitating
the description of the piezoelectric effect in terms of tensors, as outlined below.
The state of strain in a body is fully described by a second-rank tensor, a
‘strain tensor’, and the state of stress by a stress tensor, again of second rank.
Therefore the relationships between the stress and strain tensors, i.e. the Young
modulus or the compliance, are fourth-rank tensors. The relationship between
the electric field and electric displacement, i.e. the permittivity, is a second-rank
tensor. In general, a vector (formally regarded as a first-rank tensor) has three
components, a second-rank tensor has nine components, a third-rank tensor has
27 components and a fourth-rank tensor has 81 components.
Not all the tensor components are independent. Between Eqs (6.29a) and
(6.29b) there are 45 independent tensor components, 21 for the elastic
compliance s
E
, six for the permittivity e
X
and 18 for the piezoelectric coefficient
d. Fortunately crystal symmetry and the choice of reference axes reduces the
number even further. Here the discussion is restricted to poled polycrystalline
ceramics, which have 1-fold symmetry in a plane normal to the poling direction.
The symmetry of a poled ceramic is therefore described as 1mm, which is
equivalent to 6mm in the hexagonal symmetry system.
The convention is to define the poling direction as the 3-axis, as illustrated in
Fig. 6.2. The shear planes are indicated by the subscripts 4, 5 and 6 and are
perpendicular to directions 1, 2 and 3 respectively. For example, d
31
is the
coefficient relating the field along the polar axis to the strain perpendicular to it,
whilst d
33
is the corresponding coefficient for both strain and field along the polar
axis. Shear can only occur when a field is applied at right angles to the polar axis
so that there is only one coefficient, d
15
. There are also piezoelectric coefficients
corresponding to hydrostatic stress, e.g. d
h
¼ d
33
þ 2d
31
(see Section 6.4.6).
Since the elastic compliance (s) and stiffness (c) are tensor properties, in
general c
jk
6¼ 1/s
jk
; the exact relations are given in Eq. (6.54) and in the Appendix.
Since s
jk
¼ s
kj
and c
jk
¼ c
kj
, only six terms (s
11
, s
12
, s
13
, s
33
, s
44
, s
66
or c
11
, c
12
, c
13
,
c
33
, c
44
, c
66
) are needed for poled ceramics. Of these, s
66
and c
66
are irrelevant
because shear in the plane perpendicular to the polar axis produces no
PARAMETER S FOR PIEZOELECTRIC CERAMICS AND THEIR MEASUREMENT 347