Hostname: page-component-cd9895bd7-dk4vv Total loading time: 0 Render date: 2024-12-28T05:52:28.693Z Has data issue: false hasContentIssue false

On the Buckling of Thin Walled Tubes Under Axial Impact

Published online by Cambridge University Press:  04 July 2016

R. C. Redwood*
Affiliation:
Department of Civil Engineering, University of Bristol

Extract

In some recent impact tests in which thin walled square tubes were loaded axially to produce large scale buckling of the walls, a difference occurred between the behaviour at high speeds and that at low speeds. The tubes, standing on an anvil, were struck by a falling steel tup which was guided to strike the tubes approximately axially. At the higher speeds damage was confined to the impact end of the tube, with a short wavelength buckle adjacent to the end and longer waves farther from the end. At lower speeds damage occurred at either end, or, jn many cases, in the central region of the tube. The wavelengths in these low speed tests were longer than those occurring at high speeds. These two types of behaviour are illustrated on Fig. 1.

Type
Technical Notes
Copyright
Copyright © Royal Aeronautical Society 1964

Access options

Get access to the full version of this content by using one of the access options below. (Log in options will check for institutional or personal access. Content may require purchase if you do not have access.)

References

1.Gerard, G. and Becker, H.Column Behaviour under Con ditions of Impact. Journal of the Aeronautical Sciences, Vol. 19, p. 58, 1952.CrossRefGoogle Scholar
2.Coppa, A. P. NASA TN D 1510, p. 361, December 1962.Google Scholar
3.Burgreen, D.Free Vibrations of a Pin Ended Column with Constant Distance Between Pin Ends. Journal of Applied Mechanics, Trans. ASME, Vol. 73, p. 135, 1951.CrossRefGoogle Scholar
4.Hu-nan, chin and Herrmann, G.Influence of Large Amplitudes on Free Flexural Vibrations of Rectangular Elastic Plates. Journal of Applied Mechanics, Trans. ASME, Vol. 78, p. 532, 1956. Google Scholar