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 252
... associated with low - pH SCC are generally wide and transgranular in nature with evidence of corrosion of the crack walls . Classical stress corrosion cracks are generally intergranular and are usually sharp with little evidence of ...
... associated with low - pH SCC are generally wide and transgranular in nature with evidence of corrosion of the crack walls . Classical stress corrosion cracks are generally intergranular and are usually sharp with little evidence of ...
Page 308
... associated with failure , and to combine life safety , environmental damage and economic aspects into a unified measure of consequences . The required models and data have been assessed for availability and suitability for incorporation ...
... associated with failure , and to combine life safety , environmental damage and economic aspects into a unified measure of consequences . The required models and data have been assessed for availability and suitability for incorporation ...
Page 321
... associated with fittings , time to effect repair , escalation effects ) would enable more accurate estimation of risk for risk assessment studies . 8 . As the PARLOC study continues , technological developments in materials ...
... associated with fittings , time to effect repair , escalation effects ) would enable more accurate estimation of risk for risk assessment studies . 8 . As the PARLOC study continues , technological developments in materials ...
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