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CLC number: O342; TU311

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Received: 2008-01-14

Revision Accepted: 2008-04-18

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Journal of Zhejiang University SCIENCE A 2008 Vol.9 No.11 P.1473-1479

http://doi.org/10.1631/jzus.A0820038


Improved concept models for straight thin-walled columns with box cross section


Author(s):  Yu-cheng LIU

Affiliation(s):  Department of Mechanical Engineering, University of Louisville, Louisville, KY 40292, USA

Corresponding email(s):   y0liu002@louisville.edu

Key Words:  Concept model, Peak crushing force, Box section, Nonlinear translational springs, Crashworthiness analysis, Thin-walled column


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Yu-cheng LIU. Improved concept models for straight thin-walled columns with box cross section[J]. Journal of Zhejiang University Science A, 2008, 9(11): 1473-1479.

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Abstract: 
This paper focuses on developing improved concept models for straight thin-walled box sectional columns which can better predict the peak crushing force that occurs during crashworthiness analyses. We develop a nonlinear translational spring based on previous research and apply such a spring element to build the enhanced concept models. The work presented in this article is developed on the basis of the publication of the author (Liu and Day, 2006b) and has been applied in a crashworthiness design issue, which is presented by the author in another paper (Liu, 2008).

Darkslateblue:Affiliate; Royal Blue:Author; Turquoise:Article

Reference

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[7] Liu, Y.C., Day, M.L., 2006a. Bending collapse of thin-walled beams with channel cross-section. International Journal of Crashworthiness, 11(3):251-262.

[8] Liu, Y.C., Day, M.L., 2006b. Simplified modeling of thin-walled box section beam. International Journal of Crashworthiness, 11(3):263-272.

[9] Liu, Y.C., 2008. Optimum design of straight thin-walled box section beams for crashworthiness analysis. Finite Elements in Analysis and Design, 44(3):139-147.

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