Energy Absorption of Thin-Walled Beams with a Pre-Folded Origami Pattern

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Abstract:

The bumper beam of a transport vehicle conventionally is commonly made from thin-walled materials with a shallow curved profile, with either opened or closed cross sections. Upon lateral crushing, it fails in a bending collapse mode characteristic of formation of a limited number of plastic hinges along the beam. This paper presents a novel structure known as the origami beam. It is a thin-walled shallow curved beam of square cross section whose surface is pre-folded according to an origami pattern. The origami pattern serves as a mode inducer to trigger a collapse mode that is more efficient in terms of energy absorption. Numerical simulation of the beam subjected to quasi-static lateral loading shows that a new collapse mode, referred to as the longitudinal folding mode featuring shortening of beam in the longitudinal direction prior to the formation of plastic hinges, can be triggered by the pre-folded origami pattern, leading to higher energy absorption and lower peak force than those of conventional ones. An increase in specific energy absorption (ratio between energy absorption and weight of the structure) of 23.6% being achieved in an optimum case, while the peak force is also reduced by 12.9%. Our work demonstrates that applying origami patterns to shallow curved thin-walled beams can effectively induce new collapse modes on the structures and increase the energy absorption capability.

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569-574

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June 2014

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© 2014 Trans Tech Publications Ltd. All Rights Reserved

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[1] J. Reid, J. Rohde and D. Sicking: Box-Beam Bursting Energy Absorbingterminal, Journal of Transportation Engineering, Vol. 128(2002), pp.287-294.

DOI: 10.1061/(asce)0733-947x(2002)128:3(287)

Google Scholar

[2] T. H. Kim and S. R. Reid: Multiaxial Softening Hinge Model for Tubular Vehicle Roll-over Protective Structures, International Journal of Mechanical Sciences, Vol. 43(2001), pp.2147-2170.

DOI: 10.1016/s0020-7403(01)00033-9

Google Scholar

[3] D. Kecman: Bending Collapse of Rectangular and Square Section Tubes, International Journal of Mechanical Sciences, Vol. 25(1983), pp.623-636.

DOI: 10.1016/0020-7403(83)90072-3

Google Scholar

[4] W. Abramowicz and N. Jones: Dynamic Axial Crushing of Square Tubes, International Journal of Impact Engineering, Vol. 2(1984), pp.179-208.

DOI: 10.1016/0734-743x(84)90005-8

Google Scholar

[5] W. Abramowicz and N. Jones: Dynamic Axial Crushing of Circular Tubes, International Journal of Impact Engineering, Vol. 2(1984), pp.263-281.

DOI: 10.1016/0734-743x(84)90010-1

Google Scholar

[6] S. D. Guest and S. Pellegrino: The Folding of Triangulated Cylinders, Part I: Geometric Considerations, ASME Journal of Applied Mechanics, Vol. 61(1994), pp.773-777.

DOI: 10.1115/1.2901553

Google Scholar

[7] Z. You and N. Cole: Self-Locking Bi-Stable Deployable Booms, 47th AIAA/ASME/ ASCE/AHS/ASC Structures, Structural Dynamics, and Materials Conference, Newport, Rhode Island (2006).

DOI: 10.2514/6.2006-1685

Google Scholar

[8] J. Ma and Z. You: Energy Absorption of Thin-Walled Square Tubes with a Pre-Folded Origami Pattern Part I: Geometry and Numerical Simulation, Journal of Applied Mechanics, Vol. 81(2013), p.011003(11 pages), DOI: 10. 1115/1. 4024405.

DOI: 10.1115/1.4024405

Google Scholar

[9] Abaqus Analysis User's Manaul, Abaqus Documentation Version 6. 7, Dassault Systems SIMULIA Corp., Providence, RI, USA.

Google Scholar