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 82
Page 188
... possible to 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 to 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 202
... possible even between different resolution level surveys , although unless verified , tolerance bands will clearly be wide . Specific metal loss locations reported by successive IPS's and subsequently compared ( and verified where possible ) ...
... possible even between different resolution level surveys , although unless verified , tolerance bands will clearly be wide . Specific metal loss locations reported by successive IPS's and subsequently compared ( and verified where possible ) ...
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
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