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 0.1 m 1000 m 40 Diameter Bend 40 Diameter Bend 1000 m 1.0 m F Incidence Angle = 10 ' Plan view 40 ' 70 ' 0 50 100 150 200 Axial Displacement [ m ] E 600 m 7 Diameter Bend Slope 8 ° 7 Diameter Bend Transverse View 9 ...
... Displacement = 0.01 m 0.1 m 1000 m 40 Diameter Bend 40 Diameter Bend 1000 m 1.0 m F Incidence Angle = 10 ' Plan view 40 ' 70 ' 0 50 100 150 200 Axial Displacement [ m ] E 600 m 7 Diameter Bend Slope 8 ° 7 Diameter Bend Transverse View 9 ...
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 -800 230 250 270 290 310 330 350 370 200 270 280 290 300 310 320 330 340 Node Node Fig . 8 ...
... 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 -800 230 250 270 290 310 330 350 370 200 270 280 290 300 310 320 330 340 Node Node Fig . 8 ...
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
ENVIRONMENTAL CONSIDERATIONS | 1 |
GEOTECHNICS I | 65 |
VOLUME IA OFFSHORE TECHNOLOGY VOLUME III MATERIALS ENGINEERING | 125 |
Copyright | |
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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