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ABSTRACT

Study on Dynamic Energy Absorption Ability of Closed-cell Si-Al Foam Metals Considering Geometry Size

Yishan Pan, Xiangfeng Lv, Zhonghua Li, XiChun Xiao

The International Conference on Computational & Experimental Engineering and Sciences 2011, 16(4), 101-102. https://doi.org/10.3970/icces.2011.016.101

Abstract

Geometry size has a great influence on energy absorption ability of closed-cell foam metals. Study on energy absorption ability of closed-cell Si-Al foam metals considering geometry size by impact experiment method. The results show that the strain and absorbing energy value are decreasing with the geometry size increasing, and also lead to the hole wall rupture or whole instability. The best height-width ratio for cube and cylinder are 1.0~1.5 and 1.0~2.0, respectively. With the increasing of material diameter, the compressive strength increasing quickly, but the strain reduces. It is clearly that height-width ratio 1.0 is better for cube and cylinder.

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APA Style
Pan, Y., Lv, X., Li, Z., Xiao, X. (2011). Study on dynamic energy absorption ability of closed-cell si-al foam metals considering geometry size. The International Conference on Computational & Experimental Engineering and Sciences, 16(4), 101-102. https://doi.org/10.3970/icces.2011.016.101
Vancouver Style
Pan Y, Lv X, Li Z, Xiao X. Study on dynamic energy absorption ability of closed-cell si-al foam metals considering geometry size. Int Conf Comput Exp Eng Sciences . 2011;16(4):101-102 https://doi.org/10.3970/icces.2011.016.101
IEEE Style
Y. Pan, X. Lv, Z. Li, and X. Xiao, “Study on Dynamic Energy Absorption Ability of Closed-cell Si-Al Foam Metals Considering Geometry Size,” Int. Conf. Comput. Exp. Eng. Sciences , vol. 16, no. 4, pp. 101-102, 2011. https://doi.org/10.3970/icces.2011.016.101



cc Copyright © 2011 The Author(s). Published by Tech Science Press.
This work is licensed under a Creative Commons Attribution 4.0 International License , which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
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