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Stability of Inhomogeneous Cylindrical Shells Under Distributed External Pressure in a Three-Dimensional Statement

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The problem of the stability of anisotropic cylindrical shells is numerically solved in a three-dimensional statement. The shells are made of a material with one plane of elastic symmetry. By using the Bubnov–Galerkin method to approximate unknown functions with respect to the longitudinal coordinate by trigonometric series, the problem is reduced to a one-dimensional one that is solved by the discrete-orthogonalization method. The results are tested.

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Authors and Affiliations

  1. National University of Water and Environmental Engineering, 11 Sobornaya St., Rovno, 33018, Ukraine

    A. V. Podvornyi & V. M. Trach

  2. S. P. Timoshenko Institute of Mechanics, National Academy of Sciences of Ukraine, 3 Nesterova St., Kyiv, 03057, Ukraine

    N. P. Semenyuk

Authors
  1. A. V. Podvornyi
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  2. N. P. Semenyuk
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  3. V. M. Trach
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Correspondence to V. M. Trach.

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Translated from Prikladnaya Mekhanika, Vol. 53, No. 6, pp. 23–39, November–December, 2017.

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Podvornyi, A.V., Semenyuk, N.P. & Trach, V.M. Stability of Inhomogeneous Cylindrical Shells Under Distributed External Pressure in a Three-Dimensional Statement. Int Appl Mech 53, 623–638 (2017). https://doi.org/10.1007/s10778-018-0845-7

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  • DOI: https://doi.org/10.1007/s10778-018-0845-7

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