Deflection of Partial Ring Segments Subjected to Concentrated Transverse or Radial Inward Forces
Authors: D. J. Gorman [email protected], J. Johnson, M. Wiktowy, and R. SinghalAuthor Affiliations
Publication: Journal of Engineering Mechanics
Volume 134, Issue 4
Abstract
Exact analytical solutions, based on the Hamilton principle, are obtained for the response of supported partial ring segments subjected to concentrated loads. Loading may be applied in the lateral direction, perpendicular to the plane of the ring, or radially, in the plane of the ring. Results of a number of experimental tests are included. Very good agreement between theory and experiment was obtained. It is shown that the theoretical model is easy to apply. There are a number of industrial applications for this solution technique, some of which are discussed.
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References
Kells, L. M. (1954). Elementary differential equations, 4th Ed., McGraw-Hill, New York.
Lee, L. S. S. (1971). “Vibration of u-bend segments of heat exchanger tubes.” Rep. No. A E C L-3735, Atomic Energy of Canada Ltd., Chalk River, Ont., Canada.
Lee, L. S. S. (1975). “Vibrations of an intermediately supported U-Bend tube.” J. Eng. Ind., 97, 23–32.
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© 2008 ASCE.
History
Received: Apr 18, 2005
Accepted: Mar 22, 2006
Published online: Apr 1, 2008
Published in print: Apr 2008
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Notes
Note. Associate Editor: Bojan B. Guzina
Authors
Affiliations
Dept. of Mechanical Engineering, Univ. of Ottawa, Ottawa, ON Canada K1N 6N5 (corresponding author). E-mail: [email protected]
J. Johnson
Dept. of Mechanical and Materials Engineering, Univ. of Western Ontario, London ON, Canada.
M. Wiktowy
David Florida Laboratory, Canadian Space Agency, Ottawa ON, Canada.
R. Singhal
David Florida Laboratory, Canadian Space Agency, Ottawa ON, Canada.
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