Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 5American Society of Mechanical Engineers, 1992 - Arctic regions |
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Page 134
... shown with increased density close to the pipeline NEAR PIPELINE FLOW FIELD Experiments have shown that the near bed flowlines will be as shown in Figure 2 , see for example Mao ( 1988 ) . The velocity compo- nent along the pipeline is ...
... shown with increased density close to the pipeline NEAR PIPELINE FLOW FIELD Experiments have shown that the near bed flowlines will be as shown in Figure 2 , see for example Mao ( 1988 ) . The velocity compo- nent along the pipeline is ...
Page 396
... shown in Figure 2 , the disbonded diameter was larger with larger initial holidays . However , the smallest holiday had the largest relative change in disbondment as shown in Figure 3. It may be interpreted that the current density at ...
... shown in Figure 2 , the disbonded diameter was larger with larger initial holidays . However , the smallest holiday had the largest relative change in disbondment as shown in Figure 3. It may be interpreted that the current density at ...
Page 608
... shown in Figure 7 , the variation in current density due to the addition of Cr is small in the anodic andcathodic regions . This indicates that Cr mainly suppresses the dissolution reaction and the effect of Cr on the cathodic reaction ...
... shown in Figure 7 , the variation in current density due to the addition of Cr is small in the anodic andcathodic regions . This indicates that Cr mainly suppresses the dissolution reaction and the effect of Cr on the cathodic reaction ...
Contents
OFFSHORE PIPELINE TECHNOLOGY | 53 |
CODESSTANDARDS AND REGULATIONS | 75 |
OFFSHORE MECHANICS AND ARCTIC ENGINEERING | 89 |
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Alberta analysis applied Arctic assessment axial bending buckling buried pipelines calculated Canadian Standards Association coefficient construction corrosion crack criteria cylinder damage defects depth developed diameter displacement distribution effect elastic Engineering environmental equation equipment estimated evaluation failure probability fatigue finite element flow force fractile fracture fracture mechanics frequency frost heave frozen soil gas pipeline geometry hoop stress horizontal inspection installation interaction internal lift force Limit States Design load lognormal longitudinal maximum measured Mechanics meter methods offshore pipelines OMAE operation orifice orifice plate parameters permafrost pipe wall pipeline spans pipeline system Pipeline Technology ASME plastic predicted pressure ratio reliability S-N curve scour simulation SMYS solution specific standards steel strain structural Table Technology ASME 1992 temperature differential tensile tube bundle usage factor variable velocity profile vertical vibration volumetric flow rate vortex shedding wall thickness weld yield strength