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 134
... shows monotonically increasing compressive strain until the cycle starts at Point C1 . On the other hand , the gauge at Location 9 , being situated at the crest of the wrinkle , shows strain reversal . The strain magnitude in this gauge ...
... shows monotonically increasing compressive strain until the cycle starts at Point C1 . On the other hand , the gauge at Location 9 , being situated at the crest of the wrinkle , shows strain reversal . The strain magnitude in this gauge ...
Page 143
... shows a clear contact between the pipes as they pass over roller 4. The contact during this particular load condition shows only small contact loads as the pipe passes over rollers 1-3 . 60 50 HPP Load ( Te ) 22 30 10 -- Stalls MA B 200 ...
... shows a clear contact between the pipes as they pass over roller 4. The contact during this particular load condition shows only small contact loads as the pipe passes over rollers 1-3 . 60 50 HPP Load ( Te ) 22 30 10 -- Stalls MA B 200 ...
Page 207
... shows the presence of considerable volumetric changes ( ± 25 % ) along several transects . The volume seems to decrease in periods of stormy weather ( dispersion by wave action ) after which the sand is carried back to the bank ( volume ...
... shows the presence of considerable volumetric changes ( ± 25 % ) along several transects . The volume seems to decrease in periods of stormy weather ( dispersion by wave action ) after which the sand is carried back to the bank ( volume ...
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Common terms and phrases
accretion analysis annulus Arctic Engineering Arctic Ocean axial loading behavior bending stiffness Bohai buckle arrestor 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