Stability of ribbed shells on the elastic foundation

Authors

  • G.D. Gavrylenko
  • V.I. Matsner

DOI:

https://doi.org/10.15407/dopovidi2014.01.047

Keywords:

elastic foundation, ribbed shells, stability

Abstract

An approach to the problem of the stability of ribbed cylindrical shells that are on the elastic foundation under the axial loading and internal (or external) pressure is proposed. The results of calculations for the various parameters of the elastic foundation are given.

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References

Gavrilenko G. D., Matsner V. I. Dopov. Nac. akad. nauk Ukr., 2011, No. 5: 59–64 (in Russian).

Gavrilenko G. D., Matsner V. I. An analytical method for determining the upper and lower critical loads for elastic reinforced shells. Dnipropetrovsk: Barviks, 2007 (in Russian).

Skosarenko Yu. V. Prikl. mekhanika, 2010, 46, No. 5: 77–84 (in Russian)

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Published

24.03.2025

How to Cite

Gavrylenko, G., & Matsner, V. (2025). Stability of ribbed shells on the elastic foundation . Reports of the National Academy of Sciences of Ukraine, (1), 47–50. https://doi.org/10.15407/dopovidi2014.01.047

Issue

No. 1 (2014): Reports of the National Academy of Sciences of Ukraine

Section

Mechanics

License

Copyright (c) 2025 Reports of the National Academy of Sciences of Ukraine

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