Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 5-6; Volume 8, Parts 5-6American Society of Mechanical Engineers, 1989 - Arctic regions |
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Page 26
... shown in Fig . 8. The two time - dependent intensity curves cover the fore tug and the touch down point . Between these points the current varia- tion is assumed to be linear . In Fig . 9 the movement of the touch down point is shown as ...
... shown in Fig . 8. The two time - dependent intensity curves cover the fore tug and the touch down point . Between these points the current varia- tion is assumed to be linear . In Fig . 9 the movement of the touch down point is shown as ...
Page 169
... shown in Figure 4 , and the maximum amplitude in both directions versus time until equilibrium scour depth was reached are shown in Figure 5 . By referring to the description of the pipe behaviour , and concurrently studying the figures ...
... shown in Figure 4 , and the maximum amplitude in both directions versus time until equilibrium scour depth was reached are shown in Figure 5 . By referring to the description of the pipe behaviour , and concurrently studying the figures ...
Page 297
... shown in Fig . 7. The heat cycle of the F1 pass decreased all the hardness values of points from A to B well below Hv248 because the values of Tp3 at those points ranged from 500 ° C ( at point A ) to 900 ° C ( at point B ) , which ...
... shown in Fig . 7. The heat cycle of the F1 pass decreased all the hardness values of points from A to B well below Hv248 because the values of Tp3 at those points ranged from 500 ° C ( at point A ) to 900 ° C ( at point B ) , which ...
Contents
PIPELINE DESIGN AND OPERATIONS | 1 |
PIPELINE FORCES DYNAMICS AND STABILITY I | 95 |
9 | 123 |
Copyright | |
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amplitude analysis applied Arctic Engineering axial base metal bending Buckle length buckling bundle calculated coefficient compressor Conference on Offshore corrosion crack curvature deformation developed diameter displacement ductile effect Eighth International Conference electrodes equation explosive welding failure flaw flow rate gas turbine geometry heat horizontal hydrodynamic hydrodynamic forces hydrogen inertial installation laboratory length lift force line pipe liquid load maximum measured Mechanics and Arctic meters method monitoring natural burial Offshore Mechanics Offshore Technology Conference operation parameters predicted present pressure problem procedure ratio reheated reliability repair resistance response rockdumps sand SAW metal scour depth seabed shown in Figure simulation Snøhvit soft zone soil Sørøya sour gas span Statoil steel stress structural submarine pipelines submerged arc welding Sumer surface Table Technology temperature tion tool trench velocity vertical vibration viscometer viscosity vortex vortex shedding wave