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Strength of Materials

, 41:548 | Cite as

Stressed state of pipeline in zones of soil local fracture

  • I. P. Shats’kyi
  • A. B. Struk
Article

A deformation model of underground pipeline under complicated geotechnical conditions of soil local fracture is proposed. The effect of displacement discontinuities and rotations of foundation blocks on the stressed state and limit equilibrium of pipe has been studied.

Keywords

pipeline stress soil fracture 

References

  1. 1.
    A. B. Ainbinder, Strength and Stability Design of Main and Field Pipelines. A Handbook [in Russian], Nedra, Moscow (1992).Google Scholar
  2. 2.
    P. P. Borodavkin, Underground Main Pipelines. Design and Construction [in Russian], Nedra, Moscow (1982).Google Scholar
  3. 3.
    I. I. Mazur and O. M. Ivantsov, Safety of Pipeline Systems [in Russian], ITs ELIMA, Moscow (2004).Google Scholar
  4. 4.
    V. V. Kharionovskii, Reliability and Life of Gas Pipeline Structures [in Russian], Nedra, Moscow (2000).Google Scholar

Copyright information

© Springer Science+Business Media, Inc. 2009

Authors and Affiliations

  • I. P. Shats’kyi
    • 1
  • A. B. Struk
    • 2
  1. 1.Ivano-Frankivs’k Sector of the Pidstryhach Institute for Applied Problems of Mechanics and Mathematics of the National Academy of Sciences of UkraineIvano-Frankivs’kUkraine
  2. 2.Subsidiary Stock Company “Chornomornaftogaz,” SimferopolAutonomous Republic of CrimeaUkraine

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