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 68
... bending moment . The bending moment increases with increasing displacement and , for a given landslide displacement , with increasing incident angle . This can be seen in Figs . 10 to 12 , which show the bending moment in the transition ...
... bending moment . The bending moment increases with increasing displacement and , for a given landslide displacement , with increasing incident angle . This can be seen in Figs . 10 to 12 , which show the bending moment in the transition ...
Page 75
... 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 : Axial force for a ...
... 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 : Axial force for a ...
Page 395
... bending load ; axial load + increasing bending load ; axial load + internal pressure + increasing bending load . The same agreement between numerical and experimental results is expected to be obtained also with lower D / t ratios and ...
... bending load ; axial load + increasing bending load ; axial load + internal pressure + increasing bending load . The same agreement between numerical and experimental results is expected to be obtained also with lower D / t ratios and ...
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