A method to solve stability problems for corrugated shells with dished ends subject to hydrostatic pressure is outlined. Critical loads are determined by solving a boundary-value problem with unknown amplitude of nonaxisymmetric perturbation. It is shown that the shells are highly sensitive to the axial component of hydrostatic pressure
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Translated from Prikladnaya Mekhanika, Vol. 46, No. 9, pp. 40–49, September 2010.
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Babich, I.Y., Zhukova, N.B., Semenyuk, N.P. et al. Stability of circumferentially corrugated shells under hydrostatic pressure. Int Appl Mech 46, 1001–1009 (2011). https://doi.org/10.1007/s10778-011-0391-z
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DOI: https://doi.org/10.1007/s10778-011-0391-z