Local buckling behavior of X100 linepipes

Proceedings of the International Conference on Offshore Mechanics and Arctic Engineering - OMAE

Volumn 3, Issue , 2003, Pages 67-76

  Suzuki, Nobuhisa ^a   Muraoka, Ryuji ^a   Glover, Alan ^b   Zhou, Joe ^b   Toyoda, Masao ^c  

^a JFE STEEL CORPORATION   (Japan)

^b TRANSCANADA PIPELINES LIMITED   (Canada)

^c OSAKA UNIVERSITY   (Japan)

Author keywords

[No Author keywords available]

Indexed keywords

COMPRESSIVE DEFORMATION; INTERNAL PRESSURE; PIPELINE DESIGN;

BENDING MOMENTS; BUCKLING; FINITE ELEMENT METHOD; FORMABILITY; HIGH PRESSURE EFFECTS; STRAIN HARDENING; TENSILE STRENGTH; YIELD STRESS;

GAS PIPELINES;

EID: 0345602906     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1115/OMAE2003-37145     Document Type: Conference Paper

References (8)

1. Ramberg, W. and Osgood, W.R. (1943): Description of Stress-Strain Curves by Three Parameters, NACA, TN.902.
2. Gresnigt (1986): Plastic Design of Buried Steel Pipelines in Settlement Areas, Heron, Volume 31, No.4.
3. Zimmerman, T.J.E., Stephens, M.J., DeGeer, D.D. and Chen, C. (1995): Compressive Strain Limits for Buried Pipelines, 1995 OMAE, Vol.V, Pipeline Technology, 365-378.
4. th OMAE Conference, Vol. V.
5. Zhou, Z.J. and Murray, D.W. (1995): Analysis of Post-Buckling Behavior of Line Pipe Subjected to Combined Loads, Int. J. of Solids and Structures, Vol. 32, No.20.
6. ADINA R&D, Inc. (1999): ADINA User Interface - Users Guide-Report ARD 99-1.
7. Glover, A. (2002): Application of Gade 550 (X80) and Grade 690 (X100) in Arctic Climates, Proc. of Application and Evaluation of High-Grade Linepipes in Hostile Environments.
8. Suzuki, N. and Toyoda, M. (2002): Critical Compressive Strain of Linepipes Related to Workhardening Parameters, ASME OMAE2002-28253.