A method for solving the problem of the free vibrations of ribbed cylindrical shells that interact with an axisymmetric Winkler or Pasternak foundation is expounded. The effect of the stiffness of the elastic foundation and its position along the shell length on the natural frequencies of the shell is studied by way of numerical examples
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Translated from Prikladnaya Mekhanika, Vol. 50, No. 5, pp. 111–118, September–October 2014.
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Skosarenko, Y.V. Free Vibrations of a Ribbed Cylindrical Shell Interacting with an Elastic Foundation. Int Appl Mech 50, 575–581 (2014). https://doi.org/10.1007/s10778-014-0656-4
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DOI: https://doi.org/10.1007/s10778-014-0656-4