Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 14, Part 5American Society of Mechanical Engineers, 1995 - Arctic regions |
From inside the book
Results 1-3 of 32
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 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 average ...
... representative quantity . We define 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 average ...
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
Current Measurements and Modelling Data Basis for Pipeline | 29 |
20 Years Learning Experience | 37 |
Innovations in Pipeline Installation | 47 |
Copyright | |
28 other sections not shown
Other editions - View all
Common terms and phrases
American Gas Association analysis applied approach ASME assessment backfill behaviour bending buckling cathodic protection chromium compressive corrosion rate cost cracking criteria CTOD curve defects deformation depth diameter disbonded displacement effect Engineering equation evaluation factors failure finite element flow gas pipelines geotechnical ground movement hazards hoop stress increase influence diagram inspection installation integrity interaction internal coating joint landslide LIGHTLY CORROSIVE limit line pipe load localisation maintenance material maximum measurements mechanical method North Sea Norwegian Trench Offshore operating parameters performed pipe material Pipeline Technology plastic potential predicted pressure probabilistic risk S-N curve safety samples seabed shear strength shown in Figure SINTEF Skaha Lake slope soil resistance specimen steel strain stress Stress Corrosion Cracking surface temperature tensile tests thermal insulation tidal tie-in trench values wall thickness weld metal yield strength