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Metal Foams: A Design Guide

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Time to failure (hours)<br />

10 2<br />

10 1<br />

1<br />

Tension<br />

Compression<br />

10−2 10−8 10−7 10−6 10−5 10−4 10−1 Monkman-Grant parameters<br />

m = 0.96 log C = −2.21 (Tension)<br />

m = 0.83 log C = −1.16 (Compression)<br />

Creep strain rate (1/s)<br />

<strong>Design</strong> for creep with metal foams 109<br />

Figure 9.5 Time to failure in tension and compression plotted against<br />

secondary creep strain rate for an open-cell aluminum foam for a range of<br />

stresses and temperatures (Duocel aluminum 6101-T6 foam, Ł / s D 0.09;<br />

Andrews et al., 1999)<br />

9.5 Creep under multi-axial stresses<br />

The secondary creep rate under multiaxial stresses is found using the constitutive<br />

equation for metallic foams (equation (7.12)):<br />

O 2 D<br />

1<br />

1 C ⊲˛/3⊳ 2 [ 2 e C ˛2 2 and<br />

m ] ⊲9.6⊳<br />

∂ O<br />

Pεij D f⊲ O ⊳ ⊲9.7⊳<br />

∂ ij<br />

In uniaxial tension, we have that e D 11 and m D 11/3, giving O D 11.<br />

For uniaxial stress we have that ∂ O /∂ 11 D 1 and we know that<br />

� �n 11<br />

Pε11 DPε0<br />

0<br />

giving<br />

�<br />

O<br />

f⊲ O ⊳ DPε0<br />

0<br />

� n<br />

9.6 Creep of sandwich beams with metallic foam cores<br />

⊲9.8⊳<br />

⊲9.9⊳<br />

A sandwich beam of span ℓ and width b, loaded in three-point bending with<br />

a concentrated load, P, is shown in Figure 9.6. The thicknesses of the face

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