Abstract
A method of determining the critical stresses is developed for elastic orthotropic cylindrical shells subjected to nonuniform pressure. It is assumed that the external pressure varies over the cross section and is constant along the length of the cylinder. A shell stability analysis is given for the case of a weakly varying load.
Similar content being viewed by others
Literature cited
V. L. Bazhanov, I. I. Gol'denblat, V. A. Kopnov, A. D. Pospelov, and A. M. Sinyukov, Strength of Glass-Reinforced Plastics [in Russian], Moscow (1968), p. 246.
V. I. Korolev, Layered Anisotropic Plates and Shells of Reinforced Plastic [in Russian], Moscow (1965), p. 145.
A. K. Malmeister, V. P. Tamuzh, and G. A. Teters, Strength of Rigid Polymeric Materials [in Russian], Riga (1967), p. 360.
N. W. McLachlan, Theory and Application of Mathieu Functions, Clarendon Press, Oxford (1947).
Additional information
Institute of Mechanics, Academy of Sciences of the Ukrainian SSR, Kiev. Translated from Mekhanika Polimerov, No. 5, pp. 897–902, September–October, 1970.
Rights and permissions
About this article
Cite this article
Van Fo Fy, G.A. Stability of orthotropic cylindrical shells under variable pressure. Polymer Mechanics 6, 777–781 (1970). https://doi.org/10.1007/BF00856211
Received:
Issue Date:
DOI: https://doi.org/10.1007/BF00856211