The problem of the deformation of longitudinally corrugated long open cylindrical shells under external pressure is considered. It is solved using the third-order Timoshenko–Mindlin theory of shells. It is shown that the refined equations should be used to analyze the postcritical behavior of shells
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Translated from Prikladnaya Mekhanika, Vol. 49, No. 6, pp. 86–99, November–December 2013.
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Semenyuk, N.P., Zhukova, N.B. Stability and Postcritical Behavior of Corrugated Cylindrical Panels Under External Pressure. Int Appl Mech 49, 702–714 (2013). https://doi.org/10.1007/s10778-013-0604-8
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DOI: https://doi.org/10.1007/s10778-013-0604-8