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 139
... Table la including the corresponding bending stiffness . The model pipe had a fixed diame- ter of 25 mm and Table lb gives for the se- lected four prototype pipelines the corre- sponding scaling factor , A. Using λ the re- quired ...
... Table la including the corresponding bending stiffness . The model pipe had a fixed diame- ter of 25 mm and Table lb gives for the se- lected four prototype pipelines the corre- sponding scaling factor , A. Using λ the re- quired ...
Page 150
... table are the currents associated with the extreme wave heights , and are not the extreme cur- rents ( 5 - year or ... Table 4 . Results are given in Table 8. This table presents the most probable cumulative displacements and the ...
... table are the currents associated with the extreme wave heights , and are not the extreme cur- rents ( 5 - year or ... Table 4 . Results are given in Table 8. This table presents the most probable cumulative displacements and the ...
Page 151
... TABLE 2 Correlation Statistic PIPELINE 1 ( See Figure 6 ) Submerged Pipe Weight ( lb / ft ) 91.2 110.9 128.6 · Max 0.93 0.97 0.97 · Lin 0.93 0.97 0.97 - Max 0.71 0.95 1.00 · Lin ... Table 5 100 - Year Seastate Design Conditions TABLE 8 151.
... TABLE 2 Correlation Statistic PIPELINE 1 ( See Figure 6 ) Submerged Pipe Weight ( lb / ft ) 91.2 110.9 128.6 · Max 0.93 0.97 0.97 · Lin 0.93 0.97 0.97 - Max 0.71 0.95 1.00 · Lin ... Table 5 100 - Year Seastate Design Conditions TABLE 8 151.
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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 mean 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 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