D
OYLE & E
RICKSEN [1956, p.77] observed that the Cauchy stress tensor
can be derived by varying the internal free energy
with
respect to the Riemannian metric
g on the ambient space:
= 2g/g.
Their formula has gone virtually unnoticed in the literature of continuum
mechanics. In this paper we shall establish the material version of this formula:
- 2g/G
for the
rotated stress tensor
, and shall addresss some of the
reasons why these formulae are of fundamental significance. Making use of
these formulae one can derive elasticity tensors and establish rate forms of
the
hyperelastic constitutive equations for the Cauchy stress tensor and
the rotated stress tensor, as discussed in Sections 4 and 5.