Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 14, Part 5American Society of Mechanical Engineers, 1995 - Arctic regions |
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Page 379
... representative of those used in pipelines for transmission of hydrocarbons , were tested . The test specimens all ... representative of those for functioning pipelines , pipe specimens were used that were composed of segments of pipe ...
... representative of those used in pipelines for transmission of hydrocarbons , were tested . The test specimens all ... representative of those for functioning pipelines , pipe specimens were used that were composed of segments of pipe ...
Page 384
... representative quantity . We define X this curvature to be the global curvature . However , because the distribution of curvature along the length becomes highly nonuniform after wrinkling is initiated ( see Figs . 8 and 9 ) , the ...
... representative quantity . We define X this curvature to be the global curvature . However , because the distribution of curvature along the length becomes highly nonuniform after wrinkling is initiated ( see Figs . 8 and 9 ) , the ...
Page 444
... representative for the long term variation of the current climate . Due to the relatively short measurement period this is an important uncertainty source only partly taken into account in the analysis . If the extreme events are a ...
... representative for the long term variation of the current climate . Due to the relatively short measurement period this is an important uncertainty source only partly taken into account in the analysis . If the extreme events are a ...
Contents
ENVIRONMENTAL CONSIDERATIONS | 1 |
GEOTECHNICS I | 65 |
VOLUME IA OFFSHORE TECHNOLOGY VOLUME III MATERIALS ENGINEERING | 125 |
Copyright | |
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analysis applied Arctic ASME assessment axial force backfill behaviour bending bending moment buckling cathodic cathodic protection chromium compressive corrosion rate cost crack criteria CTOD curvature curve defects deformation diameter disbonded displacement effect Engineering equation evaluation factors failure finite element flow free spans geotechnical ground movement hoop stress increase inspection installation integrity interaction joint landslide length LIGHTLY CORROSIVE limit line pipe load localisation material maximum measurements Mechanics method North Sea Norwegian Trench Offshore OMAE operating parameters performed pipe material pipeline Pipeline Technology plastic potential predicted probabilistic reliability resistance risk safety seabed seam weld shear shear strength simulation SINTEF Skaha Lake slope Snamprogetti soil specimen steel strain strength stress Stress Corrosion Cracking surface temperature tensile tests tie-in trench values velocity vortex shedding wall thickness water depth wave weld metal yield strength