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 242
... coated NPS30 and 36 pipes .. An amine - cured epoxy was used predominantly for the coating . The primary reason for internal coating for these early patrons was to prevent internal corrosion of the pipe during storage and hydrostatic ...
... coated NPS30 and 36 pipes .. An amine - cured epoxy was used predominantly for the coating . The primary reason for internal coating for these early patrons was to prevent internal corrosion of the pipe during storage and hydrostatic ...
Page 246
... coating may still be recommended . NOVA'S EXPERIENCE WITH INTERNAL COATING Based on the above procedure , approximately 500 km of mainline pipe were recommended for internal coating in 1993- 1994 for the NOVA Gas Transmission pipeline ...
... coating may still be recommended . NOVA'S EXPERIENCE WITH INTERNAL COATING Based on the above procedure , approximately 500 km of mainline pipe were recommended for internal coating in 1993- 1994 for the NOVA Gas Transmission pipeline ...
Page 253
... coating and SCC or other forms of corrosion has not been investigated to any extent . At disbonded areas on a pipeline coating , several competing processes affect the overall success of corrosion mitigation systems . These processes ...
... coating and SCC or other forms of corrosion has not been investigated to any extent . At disbonded areas on a pipeline coating , several competing processes affect the overall success of corrosion mitigation systems . These processes ...
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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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