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  5. Optimised design of nested circular tube energy absorbers under lateral impact loading
 
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Optimised design of nested circular tube energy absorbers under lateral impact loading

Author(s)
Olabi, A. G.  
Morris, E.  
Hashmi, M. S. J.  
et al.  
Uri
http://hdl.handle.net/10197/4598
Date Issued
2008-01
Date Available
2013-09-25T10:41:23Z
Abstract
Arrangements of mild steel (DIN 2393) nested tubes were laterally crushed by dynamic loading. The tests were performed with impact velocities ranging between 3 and 5 m/s, using a fixed mass impinging onto the specimens under the influence of gravity. Two arrangements of nested tube systems were considered; one standard and one optimised design. Their crushing behaviour and energy absorption capabilities were analysed experimentally and simulated numerically using the explicit code LS-DYNA. Results from the numerical analyses were compared against those obtained from experiments. An over-prediction in force-deflection responses was obtained from the numerical code. An attempt was made to explain this inconsistency on the basis of the validity of strain rate parameters used in the Cowper Symonds relation. It was shown that the optimised energy absorber exhibited a more desirable force-deflection response than the standard arrangement due to a simple design modification which involved mild steel cylindrical dampers.
Type of Material
Journal Article
Publisher
Elsevier
Journal
International Journal of Mechanical Sciences
Volume
50
Issue
1
Start Page
104
End Page
116
Copyright (Published Version)
2008 Elsevier
Subjects

Mild steel

Nested tubes

Energy absorbers

Lateral impact

FEM

Optimisation

DOI
10.1016/j.ijmecsci.2007.04.005
Language
English
Status of Item
Peer reviewed
This item is made available under a Creative Commons License
https://creativecommons.org/licenses/by-nc-nd/3.0/ie/
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5.34 MB

Format

Adobe PDF

Checksum (MD5)

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Owning collection
Mechanical & Materials Engineering Research Collection

Item descriptive metadata is released under a CC-0 (public domain) license: https://creativecommons.org/public-domain/cc0/.
All other content is subject to copyright.

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