A method for analyzing the stress–strain state of a ribbed cylindrical shell that interacts with an elastic foundation under dynamic axisymmetric loading is presented. The effect of the duration of loading and the parameters of the foundation on the deflection and bending moments of the shell is analyzed
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Translated from Prikladnaya Mekhanika, Vol. 51, No. 1, pp. 112–122, January–February 2015.
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Skosarenko, Y.V. The Stress–Strain State of a Ribbed Cylindrical Shell Interacting with an Elastic Foundation Under Short-Term Loads. Int Appl Mech 51, 92–101 (2015). https://doi.org/10.1007/s10778-015-0675-9
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DOI: https://doi.org/10.1007/s10778-015-0675-9