TECHNICAL NOTES
Jan 1, 1990

Elastic Stability of Heavy Rotating Columns

Publication: Journal of Engineering Mechanics
Volume 116, Issue 1

Abstract

The paper investigates the elastic buckling of heavy rotating columns under an axial load using the Rayleigh-Ritz energy approach. Accurate formulas to predict the buckling capacities of the columns are presented. Moreover, it is shown that this problem is similar to both the stability problem of continuously restrained columns and the free vibration problem of columns due to their similar form of the total energy functional. The formulas obtained can thus be used, with a minor modification, to furnish the solutions to these latter problems. The results for special cases of the formulas are checked and verified by known solutions.

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References

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Kato, T. (1971). Handbook of structural stability. Column Res. Comm., Corona, Tokyo, Japan, 1–8.
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Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 116Issue 1January 1990
Pages: 234 - 239

History

Published online: Jan 1, 1990
Published in print: Jan 1990

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Authors

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C. M. Wang
Sr. Lect. in Civ. Engrg., Nat. Univ. of Singapore, Kent Ridge, Singapore 0511, Singapore

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