Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 9, Part 5American Society of Mechanical Engineers, 1990 - Arctic regions |
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Page 126
1 ON THE UNCERTAINTIES RELATED TO STABILITY DESIGN OF SUBMARINE PIPELINES. REFERENCES Allen , D.W. , Lammert , W.F. , Hale , J.R. and Jacobsen , V. , " Submarine Pipeline On - Bottom Stability : Recent AGA Research " , Proc .
1 ON THE UNCERTAINTIES RELATED TO STABILITY DESIGN OF SUBMARINE PIPELINES. REFERENCES Allen , D.W. , Lammert , W.F. , Hale , J.R. and Jacobsen , V. , " Submarine Pipeline On - Bottom Stability : Recent AGA Research " , Proc .
Page 138
The objective of Phase two is to quantify 3D effects and verify the numerical models generally applied in dynamic on - bottom stability design . or ON - BOTTOM STABILITY MODEL TESTS wave m can dicted hydrodynamic forces associated with ...
The objective of Phase two is to quantify 3D effects and verify the numerical models generally applied in dynamic on - bottom stability design . or ON - BOTTOM STABILITY MODEL TESTS wave m can dicted hydrodynamic forces associated with ...
Page 147
EXTREME RESPONSE BASED ON - BOTTOM STABILITY DESIGN OF SUBMARINE PIPELINES J. C. Chao and J. A. Vermersch Exxon Production Research Company Houston , Texas R. B. North Saudi Arabian Oil Company Dhahran , Saudi Arabia 10 0 -10 60 40 - 20.
EXTREME RESPONSE BASED ON - BOTTOM STABILITY DESIGN OF SUBMARINE PIPELINES J. C. Chao and J. A. Vermersch Exxon Production Research Company Houston , Texas R. B. North Saudi Arabian Oil Company Dhahran , Saudi Arabia 10 0 -10 60 40 - 20.
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addition analysis applied approach assessment assumed bending calculations caused considered CONTINUE corrosion crack damage deformation depth described diameter direction displacement distribution effect energy Engineering ensemble equations factors failure field Figure flow force fracture function given hole included increase initial installation internal layer length limit load material maximum measured mechanical method mode movement obtained occurred Offshore operation parameters pipe pipeline plastic plate platform position predicted presented pressure probability problem procedure properties radial range ratio reduced relative reliability resistance response safety scaling scour seabed shown shows simulated soil solution span stability steel strain strength stress structure subsea surface Table term thickness toughness tracers tube uncertainty values valve variables wall wave weight weld