Journal of Soviet Mathematics

, Volume 57, Issue 1, pp 2905–2907 | Cite as

Influence of geometric parameters on the stress concentration in an elastoplastic cylindrical shell

  • E. A. Storozhuk
  • I. S. Chernyshenko


The elastoplastic stress-strain state of cylindrical shells weakened by a curvilinear (circular) hole is investigated. Numerical results are given for shells with a reinforced hole under the action of an internal pressure of specified intensity. The influence of the geometric parameters of the shell on the stress distribution in the concentration zone is investigated in the elastic and inelastic stages of deformation. The variation in flexure along the hole contour is given for linear and nonlinear problems, and the distribution of the maximum stress-concentration coefficients is also given for various geometric parameters.


Stress Distribution Geometric Parameter Stress Concentration Cylindrical Shell Internal Pressure 
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Literature cited

  1. 1.
    A. N. Guz', I. S. Chernyshenko, and K. I. Shnerenko, Spherical Bulge Weakened by a Hole [in Russian], Kiev (1970).Google Scholar
  2. 2.
    A. N. Guz', I. S. Chernyshenko, V. N. Chekhov, et al., Methods of Shell Calculation, Vol. 1, Theory of Thin Shells Weakened by Holes [in Russian], Kiev (1980).Google Scholar
  3. 3.
    E. A. Storozhuk, Investigation of the Elastoplastic State of a Cylindrical Shell in the Region of a Circular Reinforced Hole [in Russian], Kiev (1966); Paper No. 3585-V86 Deposited at VINITI [in Russian] (1986).Google Scholar
  4. 4.
    E. A. Storozhuk and I. S. Chernyshenko, “Elastoplastic nonaxisymmetric deformation of shells with a curvilinear hole,” Prikl. Mekhan.,22, No. 7, 53–59 (1986).Google Scholar

Copyright information

© Plenum Publishing Corporation 1991

Authors and Affiliations

  • E. A. Storozhuk
    • 1
  • I. S. Chernyshenko
    • 1
  1. 1.Kiev

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