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 188
... possible identify areas where active corrosion may be taking place so as to effect timely repairs . Thereafter this scheme identifies areas of aggressive soil where exposed steel at coating defects is more susceptible to corrosion ...
... possible identify areas where active corrosion may be taking place so as to effect timely repairs . Thereafter this scheme identifies areas of aggressive soil where exposed steel at coating defects is more susceptible to corrosion ...
Page 323
... possible to always ensure that we are aware of the integrity of the systems and take action necessary to stop negative development before such can lead to an uncontrolled situation and secondly , to do what is possible to avoid third ...
... possible to always ensure that we are aware of the integrity of the systems and take action necessary to stop negative development before such can lead to an uncontrolled situation and secondly , to do what is possible to avoid third ...
Page 456
... possible to carry out the calibration such that the common set of partial safety factors to be determined leads to designs whose achieved safeties exactly meet the target reliability level . The common set of partial safety factors will ...
... possible to carry out the calibration such that the common set of partial safety factors to be determined leads to designs whose achieved safeties exactly meet the target reliability level . The common set of partial safety factors will ...
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