Mobilization of fully plastic moment capacity for pressurized pipes

Journal of Offshore Mechanics and Arctic Engineering

Volumn 121, Issue 4, 1999, Pages 237-241

  Mohareb, M ^a   Murray, D W ^b  

^a University of Alberta ^*  (Canada)

^b UNIVERSITY OF ALBERTA   (Canada)

Author keywords

[No Author keywords available]

Indexed keywords

ELEVATION; HIGH PRESSURE SYSTEM; SUBMARINE PIPELINE;

EID: 0033226632     PISSN: 08927219     EISSN: 1528896X     Source Type: Journal    
DOI: 10.1115/1.2829573     Document Type: Article

References (5)

1. Mohareb, M., Elwi, A., Kulak, G., and Murray, D. W., 1994, “Deformational Behaviour of Line Pipe,” Structural Engineering Report 202, Department of Civil Engineering, University of Alberta, Edmonton, Alberta, Canada.
2. Mohareb, M., Elwi, A., Kulak, G., and Murray, D. W., 1998, “Testing and Analysis of Steel Pipe Segments,” submitted to ASCE Journal of Transportation Division.
3. Haunch, S., and Bai, Y., 1998, “Use of Finite Element Analysis for Local Buckling Design of Pipelines,” Proceedings, OMAE, Lisbon, Portugal.
4. DNV, 1996, Rules for Submarine Pipelines, Det Norske Veritas.
5. Murray, D. W., 1997, “Local Buckling, Strain Localization, Wrinkling, and Post-Buckling Response of Line Pipe,” Engineering Structures, Vol. 19, No. 5, pp. 360-371.