Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 15, Part 5American Society of Mechanical Engineers, 1996 - Arctic regions |
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Page 13
... friction factor 0.15 J - Tube friction factor = 0.2 J - Tube friction factor 0.25 J - Tube friction factor 0.35 J - Tube friction factor 0.4 J - Tube friction factor 0.45 7 0.804 kN / m J - Tube friction factor = 0.3 J - Tube friction ...
... friction factor 0.15 J - Tube friction factor = 0.2 J - Tube friction factor 0.25 J - Tube friction factor 0.35 J - Tube friction factor 0.4 J - Tube friction factor 0.45 7 0.804 kN / m J - Tube friction factor = 0.3 J - Tube friction ...
Page 274
... friction coefficient increases . A large average friction force is required to anchor the pipe to keep the maximum bending moment below M , for increasing available compression . c . Buckling Analysis using FEM The analytical model ...
... friction coefficient increases . A large average friction force is required to anchor the pipe to keep the maximum bending moment below M , for increasing available compression . c . Buckling Analysis using FEM The analytical model ...
Page 294
Friction factor , f Friction factor , f X Friction factor , f 4 Friction factor , f 4 4 Von Karman factor k 0.4 0.35 0.3 Von Karman factor. 0.035 0.03 x 0.025 0.02 0.015 0.01 0.005 X 0.03 X * x x X X 0.035 0.03 0.025 0.02 0.015 0.01 ...
Friction factor , f Friction factor , f X Friction factor , f 4 Friction factor , f 4 4 Von Karman factor k 0.4 0.35 0.3 Von Karman factor. 0.035 0.03 x 0.025 0.02 0.015 0.01 0.005 X 0.03 X * x x X X 0.035 0.03 0.025 0.02 0.015 0.01 ...
Contents
TROLL PIPELINE PROJECT | 1 |
SAFETY | 3 |
VOLUME IB OFFSHORE TECHNOLOGY | 4 |
Copyright | |
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analysis applied Arctic Engineering ASME assessment axial bending borehole buckling buckling length calculated Castorano configuration construction corrosion curve defects Det Norske Veritas diameter displacement dynamic effect factor failure Fensfjorden Figure fjord flexible pipe flow free span friction GTAW hoop stress horizontal impact installation interaction intervention J-lay Kollsnes landfall lateral counteracts laybarge laying length limit load martensitic material maximum Mechanics and Arctic meter Mongstad movement Norske Shell Norwegian Norwegian Trench Offshore Mechanics offshore pipelines operation parameters performed pipe material pipelay pipeline route Pipeline Technology post-lay pre-lay prebent section pressure pull-in riser rock safety seabed seismic shear strength slope soil spool stability Statoil steel stinger strain strength subsea survey temperature tension trawl board trench Troll Oil Pipeline Troll Phase tunnel vertical vessel wall thickness water depth weight welding yield strength Zeepipe