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Free vibrations of a thin-walled two-layer pipeline, taking into account the effect of the longitudinal compressive force in a semi-underground laying

https://doi.org/10.31660/2782-232X-2022-2-47-57

Abstract

The article considers a cylindrical twolayer shell subjected to a longitudinal compressive force. An inhomogeneous cylindrical two-layer shell of finite length, consisting of a steel pipe and a protective reinforced concrete layer, was adopted as the calculation scheme. Based on the use of the assumptions of the theory of shells by Vasiliy Z. Vlasov, the equation of motion of the shell in efforts and displacements was obtained. A system of differential equations has been formed and solved taking into account the assumptions of this theory of cylindrical shells, the solution for determining the frequency of free vibrations taking into account the effect of internal working pressure, inhomogeneous ground pressure on the pipe wall and a longitudinal compressive force has been obtained.

About the Authors

V. G. Sokolov
Industrial University of Tyumen
Russian Federation

Vladimir G. Sokolov, Doctor of Engineering, Associate Professor, Professor at the Department of Structural Mechanics

Tyumen



I. O. Razov
Industrial University of Tyumen
Russian Federation

Igor’ O. Razov, Candidate of Engineering, Associate Professor, Head at the Department of Structural Mechanics

Tyumen



E. I. Lobodenko
Industrial University of Tyumen
Russian Federation

Elena I. Lobodenko, Candidate of Physics and Mathematics, Associate Professor at the Department of Structural Mechanics

Tyumen



S. I. Volynets
Industrial University of Tyumen
Russian Federation

Svyatoslav I. Volynets, Assistent at the Department of Building Constructions

Tyumen



References

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Review

For citations:


Sokolov V.G., Razov I.O., Lobodenko E.I., Volynets S.I. Free vibrations of a thin-walled two-layer pipeline, taking into account the effect of the longitudinal compressive force in a semi-underground laying. Architecture, Construction, Transport. 2022;(2):47-57. (In Russ.) https://doi.org/10.31660/2782-232X-2022-2-47-57

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ISSN 2782-232X (Print)
ISSN 2713-0770 (Online)