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 480
... allowable span length of the order of only 10 % or less ( see Table 12 ) . Thus it is probably necessary to improve all key parameters simultaneously in order that increases in allowable span lengths are more than modest ...
... allowable span length of the order of only 10 % or less ( see Table 12 ) . Thus it is probably necessary to improve all key parameters simultaneously in order that increases in allowable span lengths are more than modest ...
Page 580
TABLE 1 - ALLOWABLE CRITERIA FOR ZEEPIPE IIA PIPE SUPPORT CONDITIONS MAXIMUM ALLOWABLE STRESS / STRAIN CRITERIA Furthermore , concerning the critical strain , it is required that the strain should be limited in order to ensure that ...
TABLE 1 - ALLOWABLE CRITERIA FOR ZEEPIPE IIA PIPE SUPPORT CONDITIONS MAXIMUM ALLOWABLE STRESS / STRAIN CRITERIA Furthermore , concerning the critical strain , it is required that the strain should be limited in order to ensure that ...
Page 587
... Allowable Stress Exceedance -Flooded Stress Criteria Step 6 Modify Pre - lay Intervention to Eliminate Areas Identified in Step 5 Step 7 Perform Flooded Load Case Analysis Step 8 Identify Areas of Allowable Freespan and Stress ...
... Allowable Stress Exceedance -Flooded Stress Criteria Step 6 Modify Pre - lay Intervention to Eliminate Areas Identified in Step 5 Step 7 Perform Flooded Load Case Analysis Step 8 Identify Areas of Allowable Freespan and Stress ...
Contents
ENVIRONMENTAL CONSIDERATIONS | 1 |
GEOTECHNICS I | 65 |
VOLUME IA OFFSHORE TECHNOLOGY VOLUME III MATERIALS ENGINEERING | 125 |
Copyright | |
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Common terms and phrases
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