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 and Freespan Exceedance Step 3 Define / Modify Pre - lay Intervention to Eliminate Areas Identified in Step 2 Step 4 Perform Accidental Flooding Load Case INPUTS -As - laid Stress Criteria -As - laid Cross - flow ...
... Allowable Stress and Freespan Exceedance Step 3 Define / Modify Pre - lay Intervention to Eliminate Areas Identified in Step 2 Step 4 Perform Accidental Flooding Load Case INPUTS -As - laid Stress Criteria -As - laid Cross - flow ...
Contents
Current Measurements and Modelling Data Basis for Pipeline | 29 |
20 Years Learning Experience | 37 |
Innovations in Pipeline Installation | 47 |
Copyright | |
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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