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 346
... strains significantly greater than the yield strain were to be allowed without loss of safety the following could result : • · · • · · use of a smaller diameter reel for a given pipe diameter and thus enable a more flexible use of ...
... strains significantly greater than the yield strain were to be allowed without loss of safety the following could result : • · · • · · use of a smaller diameter reel for a given pipe diameter and thus enable a more flexible use of ...
Page 386
Overall Strain in Percent 3.00 2.50 2.00 1.50 1.11 1.00 SP = 0.50 · 2.45 4.57 1.26 Demec Point Results Strain Gage Results 0.00 + O 4 8 12 16 Local Strain in Buckled Segment of Length D / 2 in Percent Fig . 16 - Global vs. Local Strains ...
Overall Strain in Percent 3.00 2.50 2.00 1.50 1.11 1.00 SP = 0.50 · 2.45 4.57 1.26 Demec Point Results Strain Gage Results 0.00 + O 4 8 12 16 Local Strain in Buckled Segment of Length D / 2 in Percent Fig . 16 - Global vs. Local Strains ...
Page 580
... STRAIN CRITERIA Furthermore , concerning the critical strain , it is required that the strain should be limited in order to ensure that : Pipeline supported by ramp / stinger Strain with Maximum functional loads allowable · acting only ...
... STRAIN CRITERIA Furthermore , concerning the critical strain , it is required that the strain should be limited in order to ensure that : Pipeline supported by ramp / stinger Strain with Maximum functional loads allowable · acting only ...
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