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 126
... specimen by test duration . The test specimen of 3mm thick by 10mm wide by 60mm long and perpendicular to the rolling direction , was cut from 1mm below the plate surface . Table 2 shows the standard environment in which the corrosion ...
... specimen by test duration . The test specimen of 3mm thick by 10mm wide by 60mm long and perpendicular to the rolling direction , was cut from 1mm below the plate surface . Table 2 shows the standard environment in which the corrosion ...
Page 384
... specimens the wrinkle developed in the vicinity of the weld , except for Specimen DGA20W , for which the bulge developed at the end of e the specimen . P Ꮍ Ꮎ 8 F F Fig . 11 - Freebody of Deformed Test Specimen In general , all specimens ...
... specimens the wrinkle developed in the vicinity of the weld , except for Specimen DGA20W , for which the bulge developed at the end of e the specimen . P Ꮍ Ꮎ 8 F F Fig . 11 - Freebody of Deformed Test Specimen In general , all specimens ...
Page 385
... Specimen HGA12W are plotted against the global curvature in Fig . 13. The magnitude of the corrections in the moments due to the different sources is shown . These corrections become significantly larger as the internal pressure ...
... Specimen HGA12W are plotted against the global curvature in Fig . 13. The magnitude of the corrections in the moments due to the different sources is shown . These corrections become significantly larger as the internal pressure ...
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