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Critical loads for non-mildly-sloping ellipsoidal shells of unequal axes under pressure

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Literature Cited

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    V. I. Babenko, “Geometrical investigation of the instability of zero-moment shells,” in: Ukrainian Geometry Collection [in Russian], No. 12, Izd. Khar'k. Univ., Khar'kov (1972), pp. 12–22.

  2. 2.

    V. I. Babenko, “Asymptotic representation of the solutions of the equations of the theory of non-mildlysloping shells under near-critical loads,” in: Mathematical Physics and Functional Analysis [in Russian], No. 5, Izd. Fiz.-Tekh. Inst. Nizkikh Temperatur Akad. Nauk UkrSSR, Khar'kov (1974), pp. 76–91.

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    V. V. Novozhilov, The Theory of Thin Shells [in Russian], Sudpromgiz, Leningrad (1962).

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    L. S. Srubshchik, “Stability loss of asymmetrical highly convex thin mildly sloping shells,” Prikl. Mat. Mekh.,37, No. 1, 131–144 (1973).

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Additional information

Physicotechnical Institute of Low Temperatures, Academy of Sciences of the Ukrainian SSR, Khar'kov. Translated from Prikladnaya Mekhanika, Vol. 13, No. 4, pp. 29–33, April, 1977.

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Babenko, V.I. Critical loads for non-mildly-sloping ellipsoidal shells of unequal axes under pressure. Soviet Applied Mechanics 13, 337–341 (1977). https://doi.org/10.1007/BF00882929

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Keywords

  • Critical Load
  • Ellipsoidal Shell