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Static and Dynamic Behavior of Highly-Deformed Risers and Pipelines

[+] Author Affiliations
Sophia T. Santillan, Lawrence N. Virgin

Duke University, Durham, NC

Raymond H. Plaut

Virginia Polytechnic Institute and State University, Blacksburg, VA

Paper No. OMAE2007-29180, pp. 143-149; 7 pages
  • ASME 2007 26th International Conference on Offshore Mechanics and Arctic Engineering
  • Volume 3: Pipeline and Riser Technology; CFD and VIV
  • San Diego, California, USA, June 10–15, 2007
  • Conference Sponsors: Ocean, Offshore and Arctic Engineering Division
  • ISBN: 0-7918-4269-X | eISBN: 0-7918-3799-8
  • Copyright © 2007 by ASME


This paper models flexible risers and pipelines as slender elastica structures. The theoretical formulation leads to a type of nonlinear boundary value problem that can be solved numerically given appropriate boundary conditions. The offsetting effects of gravity and buoyancy are included in the analysis. These forces can provide considerable axial loading (as can thermal changes) and hence stability (buckling) is a major concern. Initial studies are based on the planar problem. A free-vibration analysis is also conducted for small-amplitude oscillations about various deflected equilibrium configurations in terms of natural frequencies and corresponding mode shapes [1]. Energy dissipation and fluid forces are a key issue in the forced problem, especially when large deformations are involved [2, 3]. Free vibration information is a vital prerequisite in understanding the response of these types of structures in practice [4].

Copyright © 2007 by ASME



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