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 74
... Displacement = 0.01 m 1000 m 0.1 m 40 Diameter Bend 40 Diameter Bend 1000 m 1.0 m Incidence Angle = 10 ' Plan view ... Displacement = 0.01 m Axial Force 1700 1200 250 260 270 280 290 300 310 320 330 340 350 360 240 250 260 270 280 290 ...
... Displacement = 0.01 m 1000 m 0.1 m 40 Diameter Bend 40 Diameter Bend 1000 m 1.0 m Incidence Angle = 10 ' Plan view ... Displacement = 0.01 m Axial Force 1700 1200 250 260 270 280 290 300 310 320 330 340 350 360 240 250 260 270 280 290 ...
Page 75
... Displacement = 0.1 m Bending Moment 40 ° 5000 200 3000 0 1000 -200 10 ° -1000 -400 -3000 Landslide Displacement = 1.0 m -600 Axial Force -5000 + + -800 230 250 270 290 310 330 350 370 200 270 280 290 Node 300 Node 310 320 330 340 Fig ...
... Displacement = 0.1 m Bending Moment 40 ° 5000 200 3000 0 1000 -200 10 ° -1000 -400 -3000 Landslide Displacement = 1.0 m -600 Axial Force -5000 + + -800 230 250 270 290 310 330 350 370 200 270 280 290 Node 300 Node 310 320 330 340 Fig ...
Page 76
... displacement of 0.01 and landslide width of 200 m for different incident angles . Fig . 17 : Axial force for an axial displacement of 0.1 m for different landslide widths . 340 1600 330 40 ° 600 m Landslide Displacement = 0.1 m 1400 320 ...
... displacement of 0.01 and landslide width of 200 m for different incident angles . Fig . 17 : Axial force for an axial displacement of 0.1 m for different landslide widths . 340 1600 330 40 ° 600 m Landslide Displacement = 0.1 m 1400 320 ...
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