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Bending of a cantilevered glass-reinforced plastic cylindrical shell weakened by a circular opening

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Abstract

The stress concentration is investigated in the neighborhood of a circular opening in a cantilevered glass-reinforced plastic cylindrical shell with a concentrated load at the free end. The problem is solved by the Bubnov method using a Ural-2 computer. The theoretical results have been checked experimentally on glass-reinforced plastic shells.

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Literature cited

  1. Yu. A. Ashmarin, Prikl. Mekhan., No. 2, 44 (1966).

  2. N. G. Vasilenko, Author's abstract of candidate's dissertation, Leningrad (1953).

  3. A. N. Guz', Dokl. Akad. Nauk Ukr. SSR, No. 12, 1594 (1962).

  4. I. M. Pirogov, Izv. VUZ. Mashinostr., No. 10, 17 (1966).

  5. A. P. Zakharova, in: Strength of Cylindrical Shells [in Russian], Oborongiz (1959), p. 5.

  6. S. N. Kan, Structural Mechanics of Shells [in Russian], Moscow (1966), p. 174.

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Additional information

All-Union Correspondence Polytechnic Institute, Moscow. Translated from Mekhanika Polimerov, No. 1, pp. 152–157, January–February, 1970.

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Pirogov, I.M., Selitskii, F.I. Bending of a cantilevered glass-reinforced plastic cylindrical shell weakened by a circular opening. Polymer Mechanics 6, 138–142 (1970). https://doi.org/10.1007/BF00860463

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  • DOI: https://doi.org/10.1007/BF00860463

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