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Stability of longitudinally corrugated cylindrical shells under uniform surface pressure

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Abstract

The buckling problem for longitudinally corrugated cylindrical shells under external pressure is solved. The solution makes practically exact allowance for the geometry and buckling modes of the shell. The inaccuracy of the results is due to the assumption that the subcritical state is momentless. Shells consisting of cylindrical panels of smaller radius and noncircular shells with sinusoidal corrugations are analyzed for stability. The practical applicability of such shells is demonstrated

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Authors and Affiliations

  1. S. P. Timoshenko Institute of Mechanics, National Academy of Sciences of Ukraine, Kyiv

    N. P. Semenyuk & I. Yu. Babich

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  1. N. P. Semenyuk
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  2. I. Yu. Babich
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__________

Translated from Prikladnaya Mekhanika, Vol. 43, No. 11, pp. 66–79, October 2007.

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Semenyuk, N.P., Babich, I.Y. Stability of longitudinally corrugated cylindrical shells under uniform surface pressure. Int Appl Mech 43, 1236–1247 (2007). https://doi.org/10.1007/s10778-007-0127-2

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  • DOI: https://doi.org/10.1007/s10778-007-0127-2

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