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 135
... Field weld 1mm 1 不 BM 2 Seam weld -10 0 257Hv 10 20 Distance from field weld metal centerline ( mm ) Measuring points 2mm 2mm 1mm Fig . 26 DISTRIBUTION OF HARDNESS ACROSS FIELD WELDED JOINT IN T - CROSS PORTION . Table 8 MECHANICAL ...
... Field weld 1mm 1 不 BM 2 Seam weld -10 0 257Hv 10 20 Distance from field weld metal centerline ( mm ) Measuring points 2mm 2mm 1mm Fig . 26 DISTRIBUTION OF HARDNESS ACROSS FIELD WELDED JOINT IN T - CROSS PORTION . Table 8 MECHANICAL ...
Page 279
... field joint coating . It is therefore highly desirable that the field joint coating is as close a simulation as possible to the parent pipe coating and this may be achieved by two methods . The first is to fit pre - formed half shells ...
... field joint coating . It is therefore highly desirable that the field joint coating is as close a simulation as possible to the parent pipe coating and this may be achieved by two methods . The first is to fit pre - formed half shells ...
Page 288
... field depending upon the IR drop in the potential , which will be affected by the diameter of the pipe , the depth ... field . FIELD STUDIES The field studies were conducted over a period of five years under Research Project PR - 208-163 ...
... field depending upon the IR drop in the potential , which will be affected by the diameter of the pipe , the depth ... field . FIELD STUDIES The field studies were conducted over a period of five years under Research Project PR - 208-163 ...
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