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 128
... steel ( steel F ) and 0.6 % chromium - bearing steel ( steel E ) increased with an increase in fluid velocity . However , the addi- tion of 0.6 % chromium to steel reduces the corrosion rate to approximately half that of conventional steel ...
... steel ( steel F ) and 0.6 % chromium - bearing steel ( steel E ) increased with an increase in fluid velocity . However , the addi- tion of 0.6 % chromium to steel reduces the corrosion rate to approximately half that of conventional steel ...
Page 131
... ( STEEL D ) . Chromium - free steel Fe , O ( % ) 10 100 Cr ( % ) 5 Fe , O ( % ) 50 100 Chromium - free steel Fe Corrosion product 50 20 40 60 80 100 Distance ( μm ) 0.6 % chromium steel Fe Corrosion product O Fe Cr 20 40 60 80 100 ...
... ( STEEL D ) . Chromium - free steel Fe , O ( % ) 10 100 Cr ( % ) 5 Fe , O ( % ) 50 100 Chromium - free steel Fe Corrosion product 50 20 40 60 80 100 Distance ( μm ) 0.6 % chromium steel Fe Corrosion product O Fe Cr 20 40 60 80 100 ...
Page 508
... steel , concrete and corrosion coating and it allows for sliding between the concrete and the steel . The model is able to predict the full non - linear moment - curvature curve at an arbitrary section along the pipe joint . Based on ...
... steel , concrete and corrosion coating and it allows for sliding between the concrete and the steel . The model is able to predict the full non - linear moment - curvature curve at an arbitrary section along the pipe joint . Based on ...
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