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Buckling of circular cylindrical shells under axial compression.The infinitely long cylindrical shell under axial compression with axisymmetric sinusoidal imperfections is considered. The bifurcation problem is formulated exactly, and a complete family of buckling modes is identified. Koiter's (1963) upper bound pertains to the critical stress associated with one restricted set of modes, and the critical stress for a set of long wavelength modes reproduces some numerical results obtained by Almroth (1966). The initial postbuckling analysis is also formulated exactly. An exact analytical solution is obtained for the limiting case of modes with infinitely long wavelengths, and numerical analysis is used to solve the equations for the other cases. An appendix gives the details of the analysis.
Document ID
19720059174
Acquisition Source
Legacy CDMS
Document Type
Other - Collected Works
Authors
Budiansky, B.
Hutchinson, J. W.
(Harvard University Cambridge, Mass., United States)
Date Acquired
August 6, 2013
Publication Date
January 1, 1972
Subject Category
Structural Mechanics
Accession Number
72A42840
Funding Number(s)
CONTRACT_GRANT: NGL-22-007-012
Distribution Limits
Public
Copyright
Other

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