The Finite Element Method for Solid and Structural Mechanics, Sixth Edition

Given any second-order Cartesian tensor a with components expressed as
| (B.1) | |
the principal values of a, denoted as a 1, a 2, and a 3, may be computed from the solution of the eigenproblem
| (B.2) | |
in which the (right) eigenvectors q ( m ) denote principal directions for the associated eigenvalue a m. Non-trivial solutions of Eq. (B.2) require
| (B.3) | |
Expanding the determinant results in the cubic equation
| (B.4) | |
where:
| (B.5) | |
The quantities I a, II a, and III a are called the principal invariants of a. The roots of Eq. (B.4) give the principal values a m.
The invariants for the deviator of a may be obtained by using
| (B.6) | |
where a is the mean defined as
| (B.7) | |
Substitution of Eq. (B.6) into Eq. (B.2) gives
| (B.8) | |
or
| (B.9) | |
which yields a cubic equation for principal values of the deviator given as
| (B.10) | |
where invariants of a ? are denoted as
,
, and
.
Since the deviators a ? differ from the total a by a mean term only, we observe from Eq. (B.9) that the directions of their principal values coincide, and the three principal values are related through
| (B.11) | |
Moreover Eq. (B.10) generally has a closed-form solution which may be constructed by using the Cardon formula.1 ,2
The definition of a ? given by Eq. (B.6) yields
| (B.12) | |
Using this result,...