Nonlinear-elastic strain of underwater pipeline in laying process

Authors

  • Vladimir Vasilievich Yeliseev Saint-Petersburg State Polytechnical University
  • Tatiana Vladimirovna Zinovieva Saint-Petersburg State Polytechnical University

DOI:

https://doi.org/10.7242/1999-6691/2012.5.1.9

Keywords:

nonlinear-elastic rod, contact problem, hydrostatic load, numerical modeling, finite difference method

Abstract

The contact problem of laying of an underwater pipeline as a nonlinear-elastic rod is formulated and numerically solved. Influence of various factors, i.e., tension, shear, physical nonlinearity of the material, initial angle and depth, is considered. A new formula for hydrostatic loading is derived and used in calculations. Stresses in the pipe, loading on a vessel, form of the sagging part, and contact pressure are determined.

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References

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Published

2012-05-01

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Section

Articles

How to Cite

Yeliseev, V. V., & Zinovieva, T. V. (2012). Nonlinear-elastic strain of underwater pipeline in laying process. Computational Continuum Mechanics, 5(1), 70-78. https://doi.org/10.7242/1999-6691/2012.5.1.9