M2.3 Principal-axis transformation of symmetric tensors 33
principal-axis directions. The corresponding mathematical statement is given by
r
=
· r = λr or (
− λE)·r = 0(M2.47)
where the scalar λ is the eigenvalue of the operator
. An equation of this form is
known as an eigenvalue equation or characteristic equation. In coordinate notation
this eigenvalue equation can be written as
(B
mn
− λδ
mn
)x
n
= 0(M2.48)
For the variables x
j
this is a linear homogeneous system that has nontrivial solutions
only if the determinant of the system vanishes, namely
B
11
− λB
12
B
13
B
21
B
22
− λB
23
B
13
B
23
B
33
− λ
= 0(M2.49)
This results in an eigenvalue equation of third order, where the λ
i
are the eigenvalues
of the operator
. Every solution vector r
i
of
(
− λ
i
E)·r
i
= 0(M2.50)
that differs from the zero vector is an eigenvector corresponding to the eigenvalue
λ
i
. From linear algebra we know that the eigenvalues of a symmetric matrix are
real and that the eigenvectors of such a matrix can always be chosen to be real.
Furthermore, a real symmetric matrix is diagonalizable. Moreover, eigenvectors of
such a matrix corresponding to distinct eigenvalues are orthogonal.
Let us now briefly consider the principal-axis directions. The symmetric dyadic
= B
mn
i
m
i
n
can be reduced to the simple form
= λ
1
e
1
e
1
+ λ
2
e
2
e
2
+ λ
3
e
3
e
3
(M2.51)
since symmetric matrices can be diagonalized. The basis vectors e
i
appearing in
(M2.51) are directed along the principal axes of the tensor ellipsoid as shown in
Figure M2.2. By expressing the position vector r as
r = e
1
ξ
1
+ e
2
ξ
2
+ e
3
ξ
3
(M2.52)
we obtain the principal-axes form of the tensor ellipsoid
F = r·
·r = λ
1
ξ
2
1
+ λ
2
ξ
2
2
+ λ
3
ξ
2
3
= 1(M2.53)
The particular tensor ellipsoid of interest to our future studies is the stress tensor or
the stress dyadic. We will return to this section later when we discuss the viscous
forces acting on a surface element.