TECHNICAL NOTES
May 1, 2007

Axial Compression Capacity of Welded-Slip Pipeline Joints

Publication: Journal of Transportation Engineering
Volume 133, Issue 5

Abstract

Using advanced numerical tools, which account for the cold-expansion manufacturing process, the axial capacity of welded slip pipeline joints under compressive loading is investigated. The numerical results are in good agreement with available experimental data, and show the effects of several geometric parameters. Internal pressure effects are also examined, and an assessment of previously reported simplified design equations is conducted.

Get full access to this article

View all available purchase options and get full access to this article.

Acknowledgments

The present work has been motivated by the participation of the senior writer in the ASCE Buried Flexible (Steel) Pipe Load Stability Criteria and Design Committee. Permission to show the photos of the two specimens was granted by Dr. I. Tutuncu, Halcrow HPA, New York. The writers would also like to thank Professor T. D. O’Rourke, Cornell University, for providing the experimental data, and Dr. D. K. Williams, Sharoden Engineering Consultants, Matthews, N.C., for his useful comments.

References

American Water Works Association (AWWA). (2004). Steel water pipe: A guide for design and installation manual M11, 4th Ed., Denver.
Brockenbrough, R. L. (1990). “Strength of bell-and-spigot joints.” J. Struct. Eng., 116(7), 1983–1991.
Eberhardt, A. (1990). “ 108-in diameter steel water conduit failure and assessment of AWWA practice.” J. Perform. Constr. Facil., 4(1),30–50.
Hibbitt, Karlsson, and Sorensen, Inc. (HKS). (2004). ABAQUS theory manual, version 6.4, Pawtucket, R.I.
Lund, L. V. (1996). “Lifeline utilities performance in the 17 January 1994 Northridge, California, earthquake.” Bull. Seismol. Soc. Am., 86(1B), S350–S361.
Meyersohn, W. D., and O’Rourke, T. D. (1991). “Pipeline buckling caused by compressive ground failure during earthquakes.” Technical Rep. No. NCEER-91-0001, T. D. O’Rourke and M. Hamada, eds., National Center for Earthquake Engineering Research, Buffalo, N.Y., 471–487.
Moncarz, P. D., Shyne, J. C., and Derbalian, G. K., (1987). “Failures of 108-inch steel pipe water main.” J. Perform. Constr. Facil., 1(3), 168–187.
Moser, A. P. (2001). Buried pipe design, 2nd Ed., McGraw-Hill, New York.
O’Rourke, M. J., and Ayala, G. (1990). “Seismic damage to pipeline: Case study.” J. Transp. Eng., 116(2), 123–134.
O’Rourke, M. J., Liu, X., and Flores-Berrones, R. (1995) “Steel pipe wrinkling due to longitudinal permanent ground deformation.” J. Transp. Eng., 121(5), 443–451.
Tawfik, M. S., and O’Rourke, T. D. (1985). “Load-carrying capacity of welded slip joints.” J. Pressure Vessel Technol., 107, 36–43.
Tutuncu, I. (2001). “Compressive load and buckling response of steel pipelines during earthquakes.” Ph.D. dissertation, Cornell Univ., Ithaca, New York.

Information & Authors

Information

Published In

Go to Journal of Transportation Engineering
Journal of Transportation Engineering
Volume 133Issue 5May 2007
Pages: 335 - 340

History

Received: Nov 14, 2005
Accepted: Apr 26, 2006
Published online: May 1, 2007
Published in print: May 2007

Permissions

Request permissions for this article.

Authors

Affiliations

Stephanie Tsetseni
Graduate Student, Dept. of Mechanical and Industrial Engineering, Univ. of Thessaly, Volos 38334, Greece.
Spyros A. Karamanos, A.M.ASCE
Assistant Professor, Dept. of Mechanical and Industrial Engineering, Univ. of Thessaly, Volos 38334, Greece (corresponding author). E-mail: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share