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
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