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 270
... reduction in rejects and rework results in savings of dollars spent on technical services to our coating facilities . Our technology and development department expenditures have been reduced as shown in Figure 3 . From the purchaser's ...
... reduction in rejects and rework results in savings of dollars spent on technical services to our coating facilities . Our technology and development department expenditures have been reduced as shown in Figure 3 . From the purchaser's ...
Page 491
Nominal Reduced Velocity Span Configuration Vr Remarks S1 S2 S3 S4 1.0 1 1.5 1 2 1 2.0 1 1 1 2.5 S2 , S3 : 3 axial tension 3 1 1 3.0 S1 : 4 axial tension 4 1 1 1 3.5 S3 : 2 axial tension 1 2 4.0 1 1 1 1 5.0 - 1 1 1 6.0 1 1 1 1 7.0 8.0 1 ...
Nominal Reduced Velocity Span Configuration Vr Remarks S1 S2 S3 S4 1.0 1 1.5 1 2 1 2.0 1 1 1 2.5 S2 , S3 : 3 axial tension 3 1 1 3.0 S1 : 4 axial tension 4 1 1 1 3.5 S3 : 2 axial tension 1 2 4.0 1 1 1 1 5.0 - 1 1 1 6.0 1 1 1 1 7.0 8.0 1 ...
Page 497
... Reduced Velocity Figure 9. In - Line response , Reynolds numbers given at Turbulence level ( % ) 62 64 66 68 Defl zz - 9.06 , hori / OD wwww 62 64 66 68 Figure 12. Stretch of time series displacement in the middle of S2 model 0.07 0.06 ...
... Reduced Velocity Figure 9. In - Line response , Reynolds numbers given at Turbulence level ( % ) 62 64 66 68 Defl zz - 9.06 , hori / OD wwww 62 64 66 68 Figure 12. Stretch of time series displacement in the middle of S2 model 0.07 0.06 ...
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