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Metal Foams: A Design Guide

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Properties of metal foams 49<br />

show the indices E/ , E 1/2 / and E 1/3 / . Their significance is discussed<br />

in Chapter 5. <strong>Metal</strong> foams have attractively high values of the last of these<br />

indices, suggesting their use as light, stiff panels, and as a way of increasing<br />

natural vibration frequencies.<br />

Strength and density<br />

Ł Figure 4.7 shows compressive strength, c, plotted against density, for<br />

currently available metal foams. For clarity, only some of the data have been<br />

identified. The numbers in parentheses are the foam density in Mg/m 3 .The<br />

2/3<br />

1/2<br />

broken lines show the indices c/ , c / and c / . Their significance is<br />

discussed in Chapter 5. <strong>Metal</strong> foams have attractively high values of the last<br />

of these indices, suggesting their use as light, strong panels.<br />

Compressive strength (MPa)<br />

100<br />

Compressive strength<br />

vs Density<br />

Fraunhofer (0.7)<br />

Fraunhofer (1.1)<br />

Fraunhofer (0.8)<br />

Manual1.CMS; MFA 21-11-97; Metfoam DB Hydro (0.56)<br />

Alulight (1)<br />

Hydro (0.5)<br />

Alulight (0.751)<br />

10<br />

Hydro (0.34) Alulight (0.5)<br />

Duocel (0.235)<br />

Cymat (0.541)<br />

Alulight (0.65)<br />

Alulight (0.95)<br />

Alporas (0.21)<br />

Duocel (0.19)<br />

Alulight (0.7)<br />

Hydro (0.15)<br />

Alulight (0.55)<br />

1<br />

sc Duocel (0.162)<br />

r<br />

Hydro (0.156)<br />

Hydro (0.449)<br />

Alporas (0.245)<br />

s 2/3<br />

c<br />

r Hydro (0.143)<br />

Cymat (0.276)<br />

Hydro (0.194)<br />

INCO (0.385)<br />

0.1<br />

s 1/2<br />

c<br />

r<br />

Cymat (0.166)<br />

0.1 0.2 0.4<br />

Density (Mg/m<br />

0.6 0.8 1<br />

3)<br />

Figure 4.7 The compressive strength plotted against density for currently<br />

available metal foams. Output from CES3.1 with the MetFoam ’97 database<br />

Specific stiffness and strength<br />

Stiffness and strength at low weight are sought in many applications. Caution<br />

must be exercised here. If axial stiffness and strength are what is wanted, the<br />

proper measure of the first is E/ and of the second is c/ . But if bending<br />

stiffness and strength are sought then E 1/2 / and 2/3<br />

c / (beams) or E1/3 /<br />

and 1/2<br />

c<br />

/ (panels) are the proper measures.

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