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Elastoplastic stress distribution in a plane weakened by a finite number of circular apertures

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Literature Cited

  1. 1.

    L. A. Galin, “Plane elastoplastic problem,” Prikl. Mat. i Mekh.,10, No. 3 (1946).

  2. 2.

    A. S. Kosmodamianskii, “Approximate method of determining the stressed state of an isotropic plate with a finite number of circular apertures,” Izv. Akad. Nauk SSSR, Otd. Tekh. Nauk, Mekh. i Mash., No. 2 (1960).

  3. 3.

    A. S. Kosmodamianskii, “Elastoplastic problem for an isotropic block weakened by an infinite number of identical circular apertures,” Izv. Akad. Nauk SSSR, Otd. Tekh. Nauk, Mekh. i Mash., No. 4 (1961).

  4. 4.

    N. I. Ostrosablin, “Elastoplastic problem for a plane with two identical circular apertures,” in: Dynamics of a Continuous Medium [in Russian], No. 4, Institute of Hydrodynamics, SO AN SSSR, Novosibirsk (1970).

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Additional information

Institute of Hydrodynamics, Siberian Branch, Academy of Sciences of the USSR. Novosibirsk. Translated from Prikladnaya Mekhanika, Vol. 9, No. 10, pp. 124–128, October, 1973.

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Ostrosablin, N.I. Elastoplastic stress distribution in a plane weakened by a finite number of circular apertures. Soviet Applied Mechanics 9, 1143–1146 (1973). https://doi.org/10.1007/BF00894299

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Keywords

  • Stress Distribution
  • Finite Number
  • Circular Aperture
  • Elastoplastic Stress