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 134
... shows the distribution of hardness across the seam weld . Hardness is less than 248Hv in all positions of the weld and the softening in the HAZ is small enough . This is obvious from the fact that the tensile specimen fractured in the ...
... shows the distribution of hardness across the seam weld . Hardness is less than 248Hv in all positions of the weld and the softening in the HAZ is small enough . This is obvious from the fact that the tensile specimen fractured in the ...
Page 289
... shows that the maximum pitting rate can still be 127 to 254 μm / y at polarization levels greater than 100 mV , whereas the same general result was obtained for voltage shifts greater than 300 mV . The results for the Tafel potential ...
... shows that the maximum pitting rate can still be 127 to 254 μm / y at polarization levels greater than 100 mV , whereas the same general result was obtained for voltage shifts greater than 300 mV . The results for the Tafel potential ...
Page 492
... shows a stretch of cross flow and in line S2 model response . Fig . 13 shows the standard deviation of the vertical response amplitude in the cross - flow lock - in range . All models show significant response amplitude , as expected ...
... shows a stretch of cross flow and in line S2 model response . Fig . 13 shows the standard deviation of the vertical response amplitude in the cross - flow lock - in range . All models show significant response amplitude , as expected ...
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