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 285
... criteria for cathodic protection of buried pipelines were studied by a review of the literature , and by experimentation in the laboratory and in the field in soil environments . The five criteria studied were the following : ( 1 ) -850 ...
... criteria for cathodic protection of buried pipelines were studied by a review of the literature , and by experimentation in the laboratory and in the field in soil environments . The five criteria studied were the following : ( 1 ) -850 ...
Page 287
... criteria can be overly stringent in some circumstances and inadequate in others , and that ( 2 ) meeting or exceeding one criterion does not ensure meeting or exceeding any of the others . These findings are probably a direct result of ...
... criteria can be overly stringent in some circumstances and inadequate in others , and that ( 2 ) meeting or exceeding one criterion does not ensure meeting or exceeding any of the others . These findings are probably a direct result of ...
Page 580
... criteria permit strains well above those limits imposed by traditional stress - based criteria . Considering design scenarios covering a D / t ratio from 20 to 40 and water depths from 100 - 900 meters , typical permissible strain ...
... criteria permit strains well above those limits imposed by traditional stress - based criteria . Considering design scenarios covering a D / t ratio from 20 to 40 and water depths from 100 - 900 meters , typical permissible strain ...
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