Metal Foams: A Design Guide
Metal Foams: A Design Guide
Metal Foams: A Design Guide
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Chapter 7<br />
A constitutive model for metal foams<br />
The plastic response of metal foams differs fundamentally from that of fully<br />
dense metals because foams compact when compressed, and the yield criterion<br />
is dependent on pressure. A constitutive relation characterizing this plastic<br />
response is an essential input for design with foams.<br />
Insufficient data are available at present to be completely confident with<br />
the formulation given below, but it is consistent both with a growing body<br />
of experimental results, and with the traditional development of plasticity<br />
theory. It is based on recent studies by Deshpande and Fleck (1999, 2000),<br />
Miller (1999) and Gibson and co-workers (Gioux et al., 1999, and Gibson and<br />
Ashby, 1997).<br />
7.1 Review of yield behavior of fully dense metals<br />
Fully dense metals deform plastically at constant volume. Because of this,<br />
the yield criterion which characterizes their plastic behavior is independent<br />
of mean stress. If the metal is isotropic (i.e. has the same properties in all<br />
directions) its plastic response is well approximated by the von Mises criterion:<br />
yield occurs when the von Mises effective stress e attains the yield<br />
value Y.<br />
The effective stress, e, is a scalar measure of the deviatoric stress, and is<br />
defined such that it equals the uniaxial stress in a tension or compression test.<br />
On writing the principal stresses as ( I, II, III), e canbeexpressedby<br />
2 2 e D ⊲ I II⊳ 2 C ⊲ II III⊳ 2 C ⊲ III I⊳ 2<br />
⊲7.1⊳<br />
When the stress s is resolved onto arbitrary Cartesian axes Xi, not aligned with<br />
the principal axes of stress, s has three direct components ( 11, 22, 33) and<br />
three shear components ( 12, 23, 31), and can be written as a symmetric 3 ð 3<br />
matrix, with components ij. Then, the mean stress m, which is invariant with<br />
respect to a rotation of axes, is defined by<br />
m<br />
1<br />
3⊲ 11 C 22 C 33⊳ D 1<br />
3 kk ⊲7.2⊳<br />
where the repeated suffix, here and elsewhere, denotes summation from 1 to<br />
3. The stress s can be decomposed additively into its mean component m