Analytical simulation and field measurements for a wrinkle on the norman / wells pipeline

Proceedings of the Biennial International Pipeline Conference, IPC

Volumn 2, Issue , 2000, Pages 931-938

  Yoosef Ghodsi, Nader ^a   Roger Cheng, J J ^a   Murray, David W ^a   Dobianko, Rick ^b   Wilkie, Scott ^b  

^a UNIVERSITY OF ALBERTA   (Canada)

^b ENBRIDGE PIPELINES INC   (Canada)

Author keywords

[No Author keywords available]

Indexed keywords

BUCKLING; LOAD TESTING; PIPELINES;

ANALYTICAL SIMULATIONS; BURIED PIPELINES; COMPRESSIVE FIBERS; FIELD MEASUREMENT; GEOTECHNICAL INVESTIGATIONS; LABORATORY TESTING; OPERATIONAL PROCEDURES; SUBSEQUENT PIPES;

FINITE ELEMENT METHOD;

EID: 84994703293     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1115/IPC2000-213     Document Type: Conference Paper

References (12)

1. Anon ABAQUS User's Manuals v 5.2, Hibbitt, Karlsson and Sorensen Inc., Pawtucket, RI02860-4847.
2. Das, S., Cheng, J.J.R., Murray, D.W., Wilkie, S.A. and Zhou, Z. J. (2000). Laboratory Study of Local Buckling, Wrinkle Development and Strains forNPS12 Linepipe, Proc. of 3rd Int. Pipeline Conference, ASME (OMAE Division), Calgary, Alberta, Oct. 1 to 5, pp.
3. Fladager, S.J., Doblanko, R. M., and Wilkie, S. (2000). Case History of Local Wrinkling of a Pipeline, . Proc. of 3rd Int. Pipeline Conference, ASME (OMAE Division), Calgary, Alberta, Oct. 1 to 5, .
4. Michailides, P. and Dies T (1998). NFS 8 Geopig: Inertial Measurement and Mechanical Caliper Technology. Proc. of the 2nd Int. Pipeline Conf, ASME (OMAE Division), Calgary, Alberta, Vol. 2, pp 373-378.
5. Mohareb, M., Elwi, A.E., Kulak, G.L., and Murray, D.W. (1994). Deformational Behavior of Line Pipe, Structural Engineering Report No. 202, Department of Civil Engineering, Univ. of Alberta, Edmonton.
6. Murray, D.W. (1995 and 1997). Local Buckling, Strain Localization, Wrinkling, and Post-Buckling Response of Line Pipe, (Keynote Address, ), Proc. of Int. Conf. on Stability of Structures, PSG College of Technology, Coimbatore, India, June 7-9, pp. 25-39. Selected to be published in Engineering Structures, Vol. 19, No. 5 (1997) pp. 360-371.
7. Oswell, J.M., Haima, A.J., Cheng, J.J.R., Doblanko, R. M., Wilkie, S., and Fladager, S.J. (2000). Postbuckling Instrumentation, Geotechnical Monitoring and Assessment at Slope 92 on the Norman Wells Pipeline. Proc. of 3rd Int. Pipeline Conference, ASME (OMAE Division), Calgary, Alberta, Oct. 1 to 5, pp.
8. Souza, L.T., and Murray, D.W. (1994). Prediction of Wrinkling Behavior of Girth-Welded Line Pipe, Structural Engineering Report No. 197, Department of Civil Engineering, University of Alberta, Edmonton, AB, T6G 2G7, 134 pg.
9. Souza, L.T., and Murray, D.W., (1996 and 1999). Analysis for Wrinkling Behavior of Girth-Welded Line Pipe. Int. Pipeline Conf, Vol. 2, ASME (OMAE Division), Calgary, Alberta, June pp 835-844. Also selected for publication in Journal of Offshore Mechanics and Arctic Engineering, Vol. 121, February 1999. pp 53-61.
10. 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.
11. Zhou, Z., and Murray, D.W. (1995). "Analysis of Postbuckling Behavior of Line Pipe Subjected to Combined Loads". Int. Journal of Solids and Structures, Vol. 32, No. 20, Oct. 1995, pp. 3015-3036.
12. Zhou, Z., and Murray, D.W. (1993). Behavior of Buried PipeLines Subjected to Imposed Deformations. Proc. of the 12thInter. Conf. on OMAE, Vol. V-Pipeline Technology, ASME, pp. 115-122.