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Towards a solution of the problem of local effects on cylindrical shells-panels

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Abstract

We investigate the stressed-deformed state of cylindrical shells-panels with a local normal load. The state is constructed by matching solutions for approximate differential equations of the theory of shells. Such a procedure, which received the name asymptotic synthesis and which demonstrated its effectiveness in considering closed shells, made it possible to obtain simple formulas for maximum stresses and normal displacement. These formulas are compared with the solution constructed in the present article on the basis of the Vlasov—Donnell equations.

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Authors and Affiliations

  1. Institute of Applied Mechanics, Russian Academy of Sciences, Moscow, Russia

    B. V. Nerubailo, V. P. Ol’shanskii & Yu. I. Selemeneva

  2. Kharkov State Polytechnical University, Ukraine

    B. V. Nerubailo, V. P. Ol’shanskii & Yu. I. Selemeneva

Authors
  1. B. V. Nerubailo
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  2. V. P. Ol’shanskii
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  3. Yu. I. Selemeneva
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Additional information

Translated from Inzhenerno-Fizicheskii Zhurnal, Vol. 71, No. 2, pp. 360–371, March–April, 1998.

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Nerubailo, B.V., Ol’shanskii, V.P. & Selemeneva, Y.I. Towards a solution of the problem of local effects on cylindrical shells-panels. J Eng Phys Thermophys 71, 368–379 (1998). https://doi.org/10.1007/BF02681562

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  • DOI: https://doi.org/10.1007/BF02681562

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