4.6 Article

Tensile properties of composite metal foam and composite metal foam core sandwich panels

期刊

JOURNAL OF SANDWICH STRUCTURES & MATERIALS
卷 23, 期 8, 页码 3773-3793

出版社

SAGE PUBLICATIONS LTD
DOI: 10.1177/1099636220942880

关键词

Composite metal foam; tension; sandwich panel; metal foam; diffusion bonding

资金

  1. Department of Transportation (DOT) Pipeline and Hazardous Materials Safety Administration (PHMSA) [DTPH5616C00001]

向作者/读者索取更多资源

Steel-steel composite metal foam (SS-CMF) and composite metal foam core sandwich panels (SS-CMF-CSP) were manufactured and tested, showing that SS-CMF had higher strength compared to other metal foams due to its uniform porosities and strong bonding between the sphere wall and matrix. The SS-CMF-CSP, made by solid-state diffusion bonding stainless steel face sheets to a SS-CMF core, exhibited even higher strength than the bare SS-CMF, with the experimental results falling within the calculated upper and lower bounds for modulus of elasticity.
Steel-steel composite metal foam (SS-CMF) and composite metal foam core sandwich panels (SS-CMF-CSP) were manufactured and tested under quasi-static tension. The SS-CMF-CSP were manufactured by attaching stainless steel face sheets to a SS-CMF core using solid-state diffusion bonding. SEM imaging was used to inspect the microstructure of SS-CMF and compare it to that of SS-CMF-CSP. The results indicate a cohesive bond line at the interface of the core and the face sheets. The bare SS-CMF samples had an ultimate tensile strength between 75-85 MPa and a failure strain between 7.5-8%. The normalized tensile strength of the SS-CMF was approximately 24 MPa/(g/cm(3)), 410% higher than other comparable metal foams, with a specific energy absorption of 0.95 J/g under tension. The uniform porosities and strong bonding between the sphere wall and matrix seem to be the strengthening factor of SS-CMF under tension when compared to other metal foams. The ultimate tensile strength of the SS-CMF-CSP was 115% stronger than the bare SS-CMF at 165 MPa with an average failure strain of 23%. The normalized strength of the SS-CMF-CSP was 52% higher than the bare SS-CMF. The modulus of elasticity was approximated using the rule of mixtures for the SS-CMF and the SS-CMF-CSP and the experimental results were found to lie within the calculated upper and lower bounds.

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