Case history of local wrinkling of a pipeline

Proceedings of the Biennial International Pipeline Conference, IPC

Volumn 2, Issue , 2000, Pages 917-922

  Wilkie, S A ^a   Doblanko, R M ^a   Fladager, S J ^a  

^a ENBRIDGE PIPELINES INC   (Canada)

Author keywords

[No Author keywords available]

Indexed keywords

CRUDE OIL; OFFSHORE OIL WELLS; STRUCTURAL DESIGN;

CRUDE OIL PIPELINES; DISCONTINUOUS PERMAFROST; ENBRIDGE PIPELINES; FIELD INSTRUMENTATION; PIPELINE REPAIR; PIPELINE ROUTING; ROUTE FOLLOWING; STRUCTURAL STRESS;

PIPELINES;

EID: 84994744840     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1115/IPC2000-211     Document Type: Conference Paper

References (14)

1. AGRA Earth & Environmental Limited and Nixon Geotech Limited, 1999, Monograph on Norman Wells Pipeline Geotechnical Design and Performance, Report to Department of Natural Resources Canada, Ottawa, Ontario.
2. Canuck Engineering Ltd., 1983, Norman Wells to Zama Pipeline Structural Analyses and Soil-pipe Interaction Study, Report to Interprovincial Pipe Line (NW) Ltd.
3. C-FER, 1994. Compressive Strain Limits for Buried Pipelines, Confidential to Interprovincial Pipe Line Inc. Project 91-24.
4. Czyz, J.A., Fraccaroli, C., and Sergeant, A.P., 1996, Measuring Pipeline Movement in Geotechnically Unstable Areas Using An Inertial Geometry Pipeline Inspection Pig, ASME International Pipeline Conference, Calgary, AB.
5. Das, S., Cheng, J.J.R., Murray, D.W., Wilkie, S.A., and Zhou, Z.J., 2000. Laboratory Study of Wrinkle Development and Strains in Pipe from tbe Norman Wells Pipeline. Proc. Of Inter. Pipeline Conference, ASME (OMAE Division), Calgary, Alberta, Oct. 2 to 4, 2000.
6. Murray, D.W., 1997. Local Buckling, Strain Localization, Wrinkling, and Post-Buckling Response of Line Pipe, Engineering Structures, Vol. 19, No.5 (1997) pp. 360-371.
7. Nixon, J., Stuchly, J., and Pick, A., 1984. Design of Norman Wells Pipeline for Frost Heave and Thaw Settlement, 3rd International Symposium on Offshore Mechanics and Arctic Engineering, New Orleans, La, Feb. 12-16.
8. Oswell, J.M., Hanna, A.J., Doblanko, R.M., 1998. Update of Performance of Slopes on the Norman Wells Pipeline Project, 7th International Permafrost Conference, Yellowknife, NWT, June 23-27.
9. Oswell, J.M., Hanna, A.J., Cheng, J.J.R., Doblanko, R.M., Wilkie, S.A., 2000. Post-wrinkling Instrumentation, Monitoring and Assessment of Slope 92 on the Norman Wells Pipeline. Proc. Of Inter. Pipeline Conference, ASME (OMAE Division), Calgary, Alberta, Oct. 2 to 4, 2000.
10. Savigny, K. Wayne, Burgess M.M., Machines K.L. 1993. Geothermal and Geotechnical Performance Slope and Wood Chip Insulation. Project Report 3.
11. Souza, L.T. and Murray, D.W., 1999. Analysis for Wrinkling Behavior of Girth-Welded Line Pipe. Journal of Offshore Mechanics and Arctic Engineering, Vol. 121, February 1999, pp 53-61.
12. Yoosef-Ghodsi, N., Kulak, G.L., and Murray, D.W., 1995. Some Test Results for Wrinkling of Girth-Welded Line Pipe. Proc. of the 14th Inter. Conf. on OMAE, Vol. V-Pipeline Technology, ASME, Copenhagen, pp. 379-388.
13. Yoosef-Ghodsi, N., Murray, D.W., Cheng, J.J.R., Doblanko, R.M. and Wilkie, S.A., 2000. Analytical Simulation of Field Measurements of a Wrinkle on the Norman Wells Pipeline. Proc. Of Inter. Pipeline Conference, ASME (OMAE Division), Calgary, Alberta, Oct. 2 to 4, 2000.
14. Workman, George H. (1981). Summary Report: Pipe Wall Stability Analysis of 12.75 inch OD X 0.25 inch W.T. Grade 52 Pipe. Prepared for Canuck Engineering Ltd. (Prepared by: Applied Mechanics Incorporated, Columbus, Ohio, USA).