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 286
... determined by depolarization from the instant - off potential . In some cases , complete depolarization may be required to determine the free- corrosion ( or rest ) potential ( E , ) . No time frame is specified within which ...
... determined by depolarization from the instant - off potential . In some cases , complete depolarization may be required to determine the free- corrosion ( or rest ) potential ( E , ) . No time frame is specified within which ...
Page 287
... determine current discharge . According to this criterion , cathodic protection is applied to produce a net protective ... determined by penetration of the thin steel cathode . For this research , cathodic protection was assumed to be ...
... determine current discharge . According to this criterion , cathodic protection is applied to produce a net protective ... determined by penetration of the thin steel cathode . For this research , cathodic protection was assumed to be ...
Page 386
... determined from the global moment - curvature relationship , is shown on the figure . It is suggested that the average global strain at the softening point is a lower bound on the strains in a pipe segment at the time when softening ...
... determined from the global moment - curvature relationship , is shown on the figure . It is suggested that the average global strain at the softening point is a lower bound on the strains in a pipe segment at the time when softening ...
Contents
Current Measurements and Modelling Data Basis for Pipeline | 29 |
20 Years Learning Experience | 37 |
Innovations in Pipeline Installation | 47 |
Copyright | |
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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