Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 4American Society of Mechanical Engineers, 2001 - Arctic regions |
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Page 72
... respectively . Figure 6 shows the initial condition at each sea area . Figures 7 and 8 show the com- parison at the East Siberian Sea for ice distributions after 3 days and 1 week , respectively . Similar series are shown in Figs . 9-12 ...
... respectively . Figure 6 shows the initial condition at each sea area . Figures 7 and 8 show the com- parison at the East Siberian Sea for ice distributions after 3 days and 1 week , respectively . Similar series are shown in Figs . 9-12 ...
Page 119
... respectively . Screening Screening is performed in order to focus the RBI assessment upon the relevant damage causes and pipeline systems . If both the POF and CoF values for the respective damage causes are evaluated as insignificant ...
... respectively . Screening Screening is performed in order to focus the RBI assessment upon the relevant damage causes and pipeline systems . If both the POF and CoF values for the respective damage causes are evaluated as insignificant ...
Page 221
... respectively 4,841mm , 102100MPa and 45570MPa . The membrane ( 4 ) and flexural ( 5 ) correction factors are respectively 1,979 and 1,716 . Table 1 - Main characteristics of the analyzed 4 - inch flexible pipe . α Layer h ( mm ) inner ...
... respectively 4,841mm , 102100MPa and 45570MPa . The membrane ( 4 ) and flexural ( 5 ) correction factors are respectively 1,979 and 1,716 . Table 1 - Main characteristics of the analyzed 4 - inch flexible pipe . α Layer h ( mm ) inner ...
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Common terms and phrases
accretion analysis annulus Arctic Engineering Arctic Ocean axial loading behavior bending stiffness Bohai buckle arrestor bundle cable calculated carrier pipe catenary coefficient collapse compressive Conference on Offshore configuration corrosion crack damping ratio deepwater defect deformation Det Norske Veritas developed diameter displacement dynamic elastic experimental failure pressures Figure finite element finite element analysis flexible pipe flowline fluid fracture freespans gauge grooves heat transfer heat transfer coefficient hummocks ice force ice load ice sheet increase installation insulation internal pressure layer length liner maximum Mechanics and Arctic method Offshore Mechanics operation parameters PETROBRAS phase pipeline pipeline system plastic predicted ratio reeling Rio de Janeiro riser system risk sagging sand scour sea ice seabed shear stress simulation soil specimens stamukhas steel strain strain gauges stress structure subsea surface temperature tension tests thermal thickness titanium values velocity water depth weld wrinkle