Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 14, Part 5American Society of Mechanical Engineers, 1995 - Arctic regions |
From inside the book
Results 1-3 of 81
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
Current Measurements and Modelling Data Basis for Pipeline | 29 |
20 Years Learning Experience | 37 |
Innovations in Pipeline Installation | 47 |
Copyright | |
28 other sections not shown
Other editions - View all
Common terms and phrases
American Gas Association analysis applied approach ASME assessment backfill behaviour bending buckling cathodic protection chromium compressive corrosion rate cost cracking criteria CTOD curve defects deformation depth diameter disbonded displacement effect Engineering equation evaluation factors failure finite element flow gas pipelines geotechnical ground movement hazards hoop stress increase influence diagram inspection installation integrity interaction internal coating joint landslide LIGHTLY CORROSIVE limit line pipe load localisation maintenance material maximum measurements mechanical method North Sea Norwegian Trench Offshore operating parameters performed pipe material Pipeline Technology plastic potential predicted pressure probabilistic risk S-N curve safety samples seabed shear strength shown in Figure SINTEF Skaha Lake slope soil resistance specimen steel strain stress Stress Corrosion Cracking surface temperature tensile tests thermal insulation tidal tie-in trench values wall thickness weld metal yield strength