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 336
... SPAN = 1960 ID = 250 WT = 5 L = 3250 SPAN = 2840 2 STATIC Four Point Bending Flexural Key - Lock Adaptation of ASTM D790 3 ID = 200 WT = 4 L = 2350 SPAN = 1960 ID = 250 WT = 5 L = 3250 SPAN = 2840 3 Flexural Taper - Taper Adaptation of ...
... SPAN = 1960 ID = 250 WT = 5 L = 3250 SPAN = 2840 2 STATIC Four Point Bending Flexural Key - Lock Adaptation of ASTM D790 3 ID = 200 WT = 4 L = 2350 SPAN = 1960 ID = 250 WT = 5 L = 3250 SPAN = 2840 3 Flexural Taper - Taper Adaptation of ...
Page 476
Critical span length due to static stress In this criterion the span is limited such that the maximum von Mises equivalent stress is restricted to 0.96 times the specified minimum yield strength ( SMYS ) of the pipe material . This is a ...
Critical span length due to static stress In this criterion the span is limited such that the maximum von Mises equivalent stress is restricted to 0.96 times the specified minimum yield strength ( SMYS ) of the pipe material . This is a ...
Page 480
... span 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 ...
... span 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 ...
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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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