0
TECHNICAL PAPERS

Reliability Analysis of Pipelines During Laying, Considering Ultimate Strength Under Combined Loads

[+] Author and Article Information
Ragnar T. Igland

SINTEF, Civil and Environmental Engineering, Otto Nielsen ve 10, N-7450 Trondheim, Norway

Torgeir Moan

Norwegian University of Science and Technology, N-7491 Trondheim, Norway

J. Offshore Mech. Arct. Eng 122(1), 40-46 (Nov 18, 1999) (7 pages) doi:10.1115/1.533722 History: Received January 01, 1998; Revised November 18, 1999
Copyright © 2000 by ASME
Your Session has timed out. Please sign back in to continue.

References

Igland, R. T., and Moan, T., 1993, “Reliability Analysis of Deep Water Pipelines During Laying, for Combined Pressure, Tension and Bending Loads,” Proc., ISOPE, IV , pp. 613–621.
Mörk, K., Spiten, J., Torselletti, E., Ness, O. B., and Verley, R., 1997, “Buckling and Collapse Limit State,” OMAE Conference, pp. 79–91.
Igland, R. T., 1997, “Reliability Analysis of Pipelines During Laying, Considering Ultimate Strength Under Combined Loads,” Ph.D. thesis, MTA Report, 118 , Norwegian University of Science and Technology, Norway.
Timoshenko, S. P., and Gere, J. M., 1961, Theory of Elastic Stability, 2nd Edition, McGraw-Hill International Book Company, pp. 287–297.
Anderson, T. L., 1990, “Elastic-Plastic Fracture Mechanics—A Critical Review,” SSC Report No. 345, Dec.
Ormberg, H., Holthe, K., and Torselletti, E., 1996, “LAYFLEX, Development,” SINTEF Report STF70 F95228, Trondheim, Norway.
Endal, G., Ness, O. B., Verley, R., Holte, K., and Remseth, S., 1995, “Behavior of Offshore Pipelines Subjected to Residual Curvature During Laying,” OMAE Conference.
DIANA, 1992, User’s Manual 5.0, TNO Building and Construction Research, Department of Computational Mechanics, Delft, The Netherlands.
Verley, R., and Ness, O. B., 1995, “Strain Concentration in Pipeline with Concrete Coating Full Scale Bending Tests and Analytical Calculations,” OMAE Conference, pp. 499–506.
Ness, O. B., and Verley, R., 1995, “Strain Concentration in Pipeline with Concrete Coating an Analytical Model,” OMAE Conference, pp. 507–514.
Sotberg, T., and Bruschi, R., 1992, “Future Pipeline Design Philosophy—Framework,” OMAE Conference, pp. 239–248.
DNV-96, 1996, “Rules for Submarine Pipelines Systems,” Det Norske Veritas, Norway.
Bourgund, U., and Bucher, C. G., 1986, “Important Sampling Procedure Using Design Points (ISPUD),” A User manual, Institute of Engineering Mechanics, University of Innsbruck, Report 8-86, Austria.

Figures

Grahic Jump Location
Pressure-moment-tension interaction as obtained by FEM and analytical fits
Grahic Jump Location
Pf for overbend as a function of load level
Grahic Jump Location
Pf for sagbend as a function of load level
Grahic Jump Location
Pressure-curvature-tension interaction as obtained by FEM and analytical fits

Tables

Errata

Discussions

Some tools below are only available to our subscribers or users with an online account.

Related Content

Customize your page view by dragging and repositioning the boxes below.

Related Journal Articles
Related eBook Content
Topic Collections

Sorry! You do not have access to this content. For assistance or to subscribe, please contact us:

  • TELEPHONE: 1-800-843-2763 (Toll-free in the USA)
  • EMAIL: asmedigitalcollection@asme.org
Sign In