Page 88 - Pipelines and Risers
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BuckIingKolllapse of Deepwater MetaNic Pipes 61
4.5 0 0.5 1 1.5
‘he Longifudim! Porn /Ultimate Tw Longitudinal Porn
Figure 3.16 Normalized bending moment capacity as a function of longitudinal force. Pressure equal to 0.9
times the plastic buckling pressure.
3.6 References
1. ABS (2000) “Guide for Building and Classing Undersea Pipelines and Risers”, American
Bureau of Shipping.
2. API (1998) “Design, Construction, Operation and Maintenance of Offshore Hydrocarbon
Pipelines (Limit State Design)”.
3. Bai, Y., Igland, R. and Moan, T., (1993) ‘Tube Collapse under Combined Pressure,
Tension and Bending”, International Joumal of Offshore and Polar Engineering, Vol. 3(2),
pp. 121-129.
4. Bai, Y., Igland, R. and Moan, T., (1994) “Ultimate Limit States for Pipes under Combined
Tension and Bending”, International Journal of Offshore and Polar Engineering, pp. 3 12-
319.
5. Bai, Y., Igland, R. and Moan, T., (1995) “Collapse of Thick Tubes under Combined
Tension and Bending”, Journal of Constructional Steel Research, pp. 233-257.
6. Bai, Y., Igland, R. and Moan, T., (1997) ‘Tube Collapse under Combined External
Pressure, Tension and Bending”, Journal of Marine Structures, Vol. 10, NOS, pp.389-410.
7. Bai, Y. and Hauch, S., (1998) “Analytical Collapse of Corroded Pipes”, ISOPE ’98.
8. Bai, Y., Hauch, S. and Jensen, J.C., (1999) ‘‘Local Buckling and Plastic Collapse of
Corroded Pipes with Yield Anisotropy”, ISOPE’99.
9. Bruschi, R., Monti, P., Bolzoni, G., Tagliafemi, R. (1995), “Finite Element Method as
Numerical Laboratory for Anal ysing Pipeline Response under Internal Pressure, Axial
Load, Bending Moment” OMAE’95.
10. BSI: BS 8010 (1993) “Code of Practice for Pipeline - Part 3. Pipeline Subsea: Design,
Construction and Installation”, British Standards Institute.
11. Chen, W. F., and Sohal, I. S. (1988), “Cylindrical Members in Offshore Structures” Thin-
Walled Structure, Vol. 6 1988. Special Issue on Offshore Structures, Elsevier Applied
Science.
12. Corona, E. and Kyriakides, A. (1988), “Collapse of Pipelines under Combined Bending
and External Pressure”, BOSS’88.