ABSTRACT

For a small deformation the stress tensor σik is proportional to the strain tensor (Hooke’s law). In a macroscopically isotropic medium (such as, for example, a polycrystalline) this relation takes the form

σik = Kullδik + 2µ

( uik − 1

3 ullδik

) , (5.3)

uik = 1

9K σllδik +

( σik − 1

3 σllδik

) , (5.4)

which involves two elastic coefficients: themodulus of compression,K, and the modulus of rigidity, µ. Then the free elastic energy per unit volume of a deformed medium reads

F = 1 2 σikuik =

2 K(ull)

2 + µ

( uik − 1

3 ullδik

)2 (5.5)

Second Edition

In the absence of external forces a state of thermodynamic equilibrium with no deformation should correspond to a minimum of the free energy. Therefore, it follows from expression (5.5) that the moduli of compression and rigidity are always non-negative: K ≥ 0, µ ≥ 0.