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 125
... corrosion in pipe- line welds by means of chromium addition , a study was made on the effect of chromium content on the corro- sion resistance of line pipe in a wet carbon dioxide environment . It was found that the addition of 0.6 ...
... corrosion in pipe- line welds by means of chromium addition , a study was made on the effect of chromium content on the corro- sion resistance of line pipe in a wet carbon dioxide environment . It was found that the addition of 0.6 ...
Page 128
... corrosion resistance can- not be improved if carbon content is as high as 0.08 % . This is considered to be due to ... Corrosion Rate of Base Material Figure 5 shows the effect of temperature on the corrosion rate of TMCP plates ...
... corrosion resistance can- not be improved if carbon content is as high as 0.08 % . This is considered to be due to ... Corrosion Rate of Base Material Figure 5 shows the effect of temperature on the corrosion rate of TMCP plates ...
Page 130
... corrosion . The corrosion rate of the chromium - free weld metal by galvanic current is as high as approximately 0.2mm / y . Therefore , it can be concluded that galvanic corrosion is responsible for the preferential corrosion in the ...
... corrosion . The corrosion rate of the chromium - free weld metal by galvanic current is as high as approximately 0.2mm / y . Therefore , it can be concluded that galvanic corrosion is responsible for the preferential corrosion in the ...
Contents
ENVIRONMENTAL CONSIDERATIONS | 1 |
GEOTECHNICS I | 65 |
VOLUME IA OFFSHORE TECHNOLOGY VOLUME III MATERIALS ENGINEERING | 125 |
Copyright | |
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Common terms and phrases
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