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2024 | OriginalPaper | Chapter

Transversal Straining of Pressurized Pipeline Caused by Vibration of Damaged Foundation

Authors : Ivan Shatskyi, Mykola Makoviichuk, Maksym Vaskovkyi

Published in: Perspectives in Dynamical Systems I — Applications

Publisher: Springer International Publishing

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Abstract

A deformation model of buried pipeline under complicated geotechnical conditions of soil slit fracture is developed. The classical theory of rods on an elastic foundation and the membrane theory of shells are used. The influence of the contingency of cyclic discontinuities of transversal displacement in damaged foundation on the stressed state and limit equilibrium of pressurized pipe has been studied in quasi-static and dynamic statement with analytical methods. It is assumed that the frequency of kinematic perturbation does not exceed the cutoff frequency of the system.

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previous chapter Parametric Vibrations of a System of Oscillators Connected with Periodically Variable Stiffness
next chapter Development of a Mathematical Model for the Functioning of a River Port Discharge Point
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Metadata
Title
Transversal Straining of Pressurized Pipeline Caused by Vibration of Damaged Foundation
Authors
Ivan Shatskyi
Mykola Makoviichuk
Maksym Vaskovkyi
Copyright Year
2024
Book
Perspectives in Dynamical Systems I — Applications

Print ISBN: 978-3-031-56491-8

Electronic ISBN: 978-3-031-56492-5

Copyright Year: 2024

DOI
https://doi.org/10.1007/978-3-031-56492-5_36

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