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 424
... shows that , provided that the pipeline does not encounter any obstacle in its sliding , the pipeline will respond by mobilizing its axial - membrane stiffness , as shown by many authors e.g. Bea and Aurora , 1983. The utilization or ...
... shows that , provided that the pipeline does not encounter any obstacle in its sliding , the pipeline will respond by mobilizing its axial - membrane stiffness , as shown by many authors e.g. Bea and Aurora , 1983. The utilization or ...
Page 460
... shows some results of Wotton et al ( 1972 ) . This figure show the two " classical " regimes for in - line ... shows the vertical oscillation for the same current condition . Figure 8 shows test results for a rough surface pipeline ( k ...
... shows some results of Wotton et al ( 1972 ) . This figure show the two " classical " regimes for in - line ... shows the vertical oscillation for the same current condition . Figure 8 shows test results for a rough surface pipeline ( k ...
Page 529
... shows a reduced maximum equivalent stress of 456 MPa with a total strain value ( maximum principal strain ) of ε = 0.66 % . Figure 2 shows the critical area of the considered bend . The maximum stress and strain values are located at ...
... shows a reduced maximum equivalent stress of 456 MPa with a total strain value ( maximum principal strain ) of ε = 0.66 % . Figure 2 shows the critical area of the considered bend . The maximum stress and strain values are located at ...
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