Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 14, Part 5American Society of Mechanical Engineers, 1995 - Arctic regions |
From inside the book
Results 1-3 of 78
Page 384
... length of the specimen , is a representative quantity . We define this curvature to be the global curvature . However , because the distribution of curvature along the length becomes highly nonuniform after wrinkling is initiated ( see ...
... length of the specimen , is a representative quantity . We define this curvature to be the global curvature . However , because the distribution of curvature along the length becomes highly nonuniform after wrinkling is initiated ( see ...
Page 476
... length . The critical span length corresponding with this criterion is computed from : where Less = 0.9 21pon 9max D 14 Liss = critical span length due to static stress pipe second moment of area = factor in calculating maximum bending ...
... length . The critical span length corresponding with this criterion is computed from : where Less = 0.9 21pon 9max D 14 Liss = critical span length due to static stress pipe second moment of area = factor in calculating maximum bending ...
Page 480
... length as determined by , say , the 2.5 % or 5 % percentile values for the limiting span length distribution . The reason for this is that in making such changes in f individually the result is a reduction in the probability of span length ...
... length as determined by , say , the 2.5 % or 5 % percentile values for the limiting span length distribution . The reason for this is that in making such changes in f individually the result is a reduction in the probability of span length ...
Contents
Current Measurements and Modelling Data Basis for Pipeline | 29 |
20 Years Learning Experience | 37 |
Innovations in Pipeline Installation | 47 |
Copyright | |
28 other sections not shown
Other editions - View all
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