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
... factor = 0.15 J - Tube friction factor = 0.35 PIPE WITH 1 BUOY EVERY 2 JOINTS SUBMERGED WEIGHT 90 90 100 110 BARGE TENSION ( Te ) J - Tube friction factor = 0.2 J - Tube friction factor = 0.4 J - Tube friction factor 0.25 J - Tube ...
... factor = 0.15 J - Tube friction factor = 0.35 PIPE WITH 1 BUOY EVERY 2 JOINTS SUBMERGED WEIGHT 90 90 100 110 BARGE TENSION ( Te ) J - Tube friction factor = 0.2 J - Tube friction factor = 0.4 J - Tube friction factor 0.25 J - Tube ...
Page 150
... factor , SMYS is the specified minimum yield strength , and k , is the temperature derating factor . The hoop stress equation is commonly expressed in the following simple form : Н OH = ( P1 - P ) - D 21 ( 2 ) in which p , and p , are ...
... factor , SMYS is the specified minimum yield strength , and k , is the temperature derating factor . The hoop stress equation is commonly expressed in the following simple form : Н OH = ( P1 - P ) - D 21 ( 2 ) in which p , and p , are ...
Page 528
... factors for loads specified minimum yield strength of the pipeline material partial safety factors ( see below ) The safety factor Ym covers the uncertainty due to variations in the material , size , shape , local stress concentration ...
... factors for loads specified minimum yield strength of the pipeline material partial safety factors ( see below ) The safety factor Ym covers the uncertainty due to variations in the material , size , shape , local stress concentration ...
Contents
TROLL PIPELINE PROJECT | 1 |
SAFETY | 3 |
OFFSHORE MECHANICS AND ARCTIC ENGINEERING | 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 OMAE 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 subsea survey temperature tension trawl board trench Troll Oil Pipeline Troll Phase tunnel vertical vessel wall thickness water depth weight welding yield strength Zeepipe