Metal Foams: A Design Guide
Metal Foams: A Design Guide
Metal Foams: A Design Guide
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90 <strong>Metal</strong> <strong>Foams</strong>: A <strong>Design</strong> <strong>Guide</strong><br />
steels have an S–N curve with a sharp knee below which life is infinite; the<br />
corresponding stress range is designated the fatigue limit. This knee is less<br />
pronounced for aluminum alloys, and it is usual to assume that ‘infinite life’<br />
corresponds to a fatigue life of 10 7 cycles, and to refer to the associated stress<br />
range 1 as the endurance limit, 1 e. For conventional structural metals, a<br />
superimposed tensile mean stress lowers the fatigue strength, and the knockdown<br />
in properties can be estimated conservatively by a Goodman construction:<br />
at any fixed life, the reduction in cyclic strength is taken to be proportional to<br />
the mean stress of the fatigue cycle normalized by the ultimate tensile strength<br />
of the alloy (see any modern text on metal fatigue such as Suresh, 1991, Fuchs<br />
and Stephens, 1980 or a general reference such as Ashby and Jones, 1997).<br />
This chapter addresses the following questions:<br />
1. What is the nature of fatigue failure in aluminum alloy foams, under<br />
tension–tension loading and compression–compression loading?<br />
2. How does the S–N curve for foams depend upon the mean stress of the<br />
fatigue cycle and upon the relative density of the foam?<br />
3. What is the effect of a notch or a circular hole on the monotonic tensile<br />
and compressive strength?<br />
4. By how much does a hole degrade the static and fatigue properties of a<br />
foam for tension–tension and compression–compression loading?<br />
The chapter concludes with a simple estimate of the size of initial flaw<br />
(hole or sharp crack) for which the design procedure should switch from a<br />
ductile, net section stress criterion to a brittle, elastic approach. This transition<br />
flaw size is predicted to be large (of the order of 1 m) for monotonic<br />
loading, implying that for most static design procedures a fracture mechanics<br />
approach is not needed and a ductile, net section stress criterion suffices. In<br />
fatigue, the transition flaw size is expected to be significantly less than that<br />
for monotonic loading, and a brittle design methodology may be necessary for<br />
tension–tension cyclic loading of notched geometries.<br />
8.2 Fatigue phenomena in metal foams<br />
When a metallic foam is subjected to tension–tension loading, the foam<br />
progressively lengthens to a plastic strain of about 0.5%, due to cyclic ratcheting.<br />
A single macroscopic fatigue crack then develops at the weakest section,<br />
and progresses across the section with negligible additional plastic deformation.<br />
Typical plots of the progressive lengthening are given in Figure 8.2.<br />
Shear fatigure also leads to cracking after 2% shear strain.<br />
In compression–compression fatigue the behavior is strikingly different.<br />
After an induction period, large plastic strains, of magnitude up to 0.6 (nominal<br />
strain measure), gradually develop and the material behaves in a quasi-ductile