Influence of auxetic foam in quasi-static axial crushing
This paper treats the influence of auxetic foam on the crush response and energy absorption response of square-section tubes when subjected to uniaxial quasi-static loading. The study aims at quantifying the energy absorption capability of auxetic foam-filled square tubes for variations in wall thic...
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Carl Hanser Verlag
2016
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my.utm.720322017-11-22T12:07:38Z http://eprints.utm.my/id/eprint/72032/ Influence of auxetic foam in quasi-static axial crushing Mohsenizadeh, S. Alipour, R. Ahmad, Z. Alias, A. TJ Mechanical engineering and machinery This paper treats the influence of auxetic foam on the crush response and energy absorption response of square-section tubes when subjected to uniaxial quasi-static loading. The study aims at quantifying the energy absorption capability of auxetic foam-filled square tubes for variations in wall thickness, initial height, aspect ratio and slenderness ratio of the tube. The capability of simulating the crush response of auxetic foam-filled tubes using the validated numerical models is also presented. Based on the experimental results, the influence of the auxetic foam in the thin-walled square tubes was quantified in terms of energy absorption capacity, specific energy absorption and crush force efficiency. It is evident that a thicker tube filled with auxetic foam is preferable if the energy absorption level is the primary goal, yet this compromises the crush force efficiency. The outcome of this present study is the establishment of empirical models for estimating the quasi-static crushing response of auxetic foam-filled tubes with varying slenderness ratio and aspect ratio. Carl Hanser Verlag 2016 Article PeerReviewed Mohsenizadeh, S. and Alipour, R. and Ahmad, Z. and Alias, A. (2016) Influence of auxetic foam in quasi-static axial crushing. International Journal of Materials Research, 107 (10). pp. 916-924. ISSN 1862-5282 https://www.scopus.com/inward/record.uri?eid=2-s2.0-84991712716&doi=10.3139%2f146.111418&partnerID=40&md5=0c00118e888466b4a2adc92f06d4a76e |
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TJ Mechanical engineering and machinery Mohsenizadeh, S. Alipour, R. Ahmad, Z. Alias, A. Influence of auxetic foam in quasi-static axial crushing |
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This paper treats the influence of auxetic foam on the crush response and energy absorption response of square-section tubes when subjected to uniaxial quasi-static loading. The study aims at quantifying the energy absorption capability of auxetic foam-filled square tubes for variations in wall thickness, initial height, aspect ratio and slenderness ratio of the tube. The capability of simulating the crush response of auxetic foam-filled tubes using the validated numerical models is also presented. Based on the experimental results, the influence of the auxetic foam in the thin-walled square tubes was quantified in terms of energy absorption capacity, specific energy absorption and crush force efficiency. It is evident that a thicker tube filled with auxetic foam is preferable if the energy absorption level is the primary goal, yet this compromises the crush force efficiency. The outcome of this present study is the establishment of empirical models for estimating the quasi-static crushing response of auxetic foam-filled tubes with varying slenderness ratio and aspect ratio. |
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Article |
author |
Mohsenizadeh, S. Alipour, R. Ahmad, Z. Alias, A. |
author_facet |
Mohsenizadeh, S. Alipour, R. Ahmad, Z. Alias, A. |
author_sort |
Mohsenizadeh, S. |
title |
Influence of auxetic foam in quasi-static axial crushing |
title_short |
Influence of auxetic foam in quasi-static axial crushing |
title_full |
Influence of auxetic foam in quasi-static axial crushing |
title_fullStr |
Influence of auxetic foam in quasi-static axial crushing |
title_full_unstemmed |
Influence of auxetic foam in quasi-static axial crushing |
title_sort |
influence of auxetic foam in quasi-static axial crushing |
publisher |
Carl Hanser Verlag |
publishDate |
2016 |
url |
http://eprints.utm.my/id/eprint/72032/ https://www.scopus.com/inward/record.uri?eid=2-s2.0-84991712716&doi=10.3139%2f146.111418&partnerID=40&md5=0c00118e888466b4a2adc92f06d4a76e |
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13.160551 |