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Buckling of Bars of Variable Rigidity with Varying Axial Load
Published online by Cambridge University Press: 04 July 2016
Extract
The Evaluation of buckling loads of columns presents a difficult problem whose rigorous solution may be very difficult particularly when the variation of moment of inertia or the axial load does not follow a simple law. Hence approximate methods such as the variational and numerical methods will have to be employed. An approximate method is suggested in this note which offers a convenient method for the calculation of buckling loads of bars with any type of end conditions.
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- Technical Notes
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- Copyright © Royal Aeronautical Society 1963
References
1.Timoshenko, S. P. and Gere, J. M.Theory of Elastic Stability, 2nd Ed., McGraw-Hill Book Co., 1961.Google Scholar
2.Young, D. and Felgar, R. P. Tables of Characteristic Functions Representing the Normal Modes of Transverse Vibrations of a Beam. Univ. of Texas Publ, No. 4913, July 1949.Google Scholar
3.Inglis, C. E.The Determination of Critical Speeds, Natural Frequencies and Modes of Vibration by Means of Basic Functions. Trans. N.E. Coast Inst, of Engrs. and Ship Builders, Vol. 61, p. 111, 1944.Google Scholar
4.Bishop, R. E. D.The Normal Functions of Beam Vibrations in Series Solution of Static Problems. Journal of the Royal Aeronautical Society, Vol. 57, p. 527, August 1953.Google Scholar
5.Felgar, R. P. Tables of Integrals, Containing Characteristic Functions. Univ. of Texas Circular No. 14, Austin, 1950.Google Scholar