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Dynamic lateral crushing of empty and sandwich tubes

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posted on 2024-07-09, 16:49 authored by Zhihua Fan, Jianhu Shen, Guoxing Lu, Dong RuanDong Ruan
The dynamic lateral crushing behaviour of short empty and sandwich circular tubes is examined in this paper. Unlike the conventional impact method, the specimens were placed on the bottom platen of an Instron machine with a constant upwards velocity and then the tube collided with the fixed upper rigid platen. Load-deflection curves of empty tubes were first obtained and analysed. From the viewpoint of deformation modes and plastic strain energy absorbed by the tube quadrants around the proximal surface and distal surface, a critical velocity of impact is determined which corresponds to a mode change. A relationship is found to exist between the critical velocity and thickness-to-diameter ratio as well as the yield stress and density of the material. To understand the dynamic crushing behaviour of short aluminium foam-filled sandwich tubes by two rigid platens, further tests and corresponding finite element analysis were performed, respectively. Similar to the observations in the quasi-static tests, the mode of dynamic collapse is bending, with the formation of plastic bending zones accompanied with core crushing. Corresponding FE models for ABAQUS/Explicit were developed and validated against the experimental observations. Detailed deformation features and energy absorption characteristics during the crushing process were identified. It was found that increasing the compression velocity leads to an increase in the total internal plastic energy dissipation for both empty and sandwich tube. The propagation of plastic bending in the form of double-moving-hinges is the main mechanism of energy dissipation, as opposed to the low velocity impact which involves stationary plastic deformation zones.

Funding

Australian Research Council

History

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PDF (Accepted manuscript)

ISSN

0734-743X

Journal title

International Journal of Impact Engineering

Volume

53

Pagination

3-16

Publisher

Elsevier

Copyright statement

Copyright © 2012 Elsevier Ltd. This the author's version of a work that was accepted for publication in International Journal of Impact Engineering: selected papers from the International Conference on Impact Loading of Lightweight Structures (ICILLS). Changes resulting from the publishing process, such as peer review, editing, corrections, structural formatting, and other quality control mechanisms may not be reflected in this document. Changes may have been made to this work since it was submitted for publication. A definitive version was subsequently published in International Journal of Impact Engineering: selected papers from the International Conference on Impact Loading of Lightweight Structures (ICILLS), Vol 53, March 2013, DOI: 10.1016/j.ijimpeng.2012.09.006

Language

eng

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