An equivalent stiffness (ES) method for initial design of tube-based energy absorbers under lateral quasi-static compression

A tube is often applied as an energy absorber in structures subject to impact loads. However, when several tubes are combined to absorb energy, how to arrange these tubes and match their dimensions has not been investigated. We provide a novel equivalent stiffness (ES) method for the initial design...

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Bibliographic Details
Published inJournal of mechanical science and technology Vol. 29; no. 2; pp. 637 - 646
Main Authors Sun, Lingyu, Leng, Dingxin, Sun, Juanjuan, Lin, Yi, Wang, Dengfeng
Format Journal Article
LanguageEnglish
Published Seoul Korean Society of Mechanical Engineers 01.02.2015
Springer Nature B.V
대한기계학회
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ISSN1738-494X
1976-3824
DOI10.1007/s12206-015-0123-0

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Summary:A tube is often applied as an energy absorber in structures subject to impact loads. However, when several tubes are combined to absorb energy, how to arrange these tubes and match their dimensions has not been investigated. We provide a novel equivalent stiffness (ES) method for the initial design of tube-based energy absorbers, in which each tube is expressed by an equivalent spring with average post-buckling stiffness, and these springs are connected in series or parallel or hybrid. The plastic deformation and strain energy are distributed among them according to their relative ES value. The relationship between plastic energy and post-buckling stiffness is derived analytically and verified numerically. Finally, an application example is provided and the optimal tube arrangement and dimensions are obtained by combining the proposed ES method with an optimization code. The results demonstrate that this method can provide an initial design of tube-based energy absorbers efficiently.
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G704-000058.2015.29.2.018
ISSN:1738-494X
1976-3824
DOI:10.1007/s12206-015-0123-0