Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 5American Society of Mechanical Engineers, 1988 - Arctic regions |
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Page 242
... Combined use of this electrode with high cellulose electrode results in much higher efficiency than that obtainable by conventional low hydrogen elec- trode , and the efficiency by combined use is even higher than single use of high ...
... Combined use of this electrode with high cellulose electrode results in much higher efficiency than that obtainable by conventional low hydrogen elec- trode , and the efficiency by combined use is even higher than single use of high ...
Page 269
... combined fixed based on engineering judgement , for the shallow water platforms where advisable to consider the limit even SMYS . Equating combined stress at the bo location with its allowable value by r shear stress , one can write ہیں ...
... combined fixed based on engineering judgement , for the shallow water platforms where advisable to consider the limit even SMYS . Equating combined stress at the bo location with its allowable value by r shear stress , one can write ہیں ...
Page 272
... Combined Stress ; mentioned earlier , the permissible combined has been assumed to be 60 % of SMYS instead of of SMYS in the present studies . Table 6 shows he bottom clamp elevation changes with permissible hed stress . A factor , 1 is ...
... Combined Stress ; mentioned earlier , the permissible combined has been assumed to be 60 % of SMYS instead of of SMYS in the present studies . Table 6 shows he bottom clamp elevation changes with permissible hed stress . A factor , 1 is ...
Contents
Model Tests | 3 |
B Bryndum V Jacobsen and D T Tsahalis 9 | 21 |
Scour Under Pipelines | 33 |
Copyright | |
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acoustic velocity analysis Arctic Engineering axial behaviour bending bottom boundary layer buckling cable calculated clamp Cobia compression corrosion crack cylinder deflection deformation developed dew point diameter drag drag coefficient effect elastic equation experimental field Figure finite element flow force coefficients free span frequency friction friction welding function hoop stress horizontal Hydraulic hydrodynamic hydrodynamic forces in-line installation irregular waves length lift coefficient lift force liquid load maximum measured mechanical method monitoring movement nodal analysis operating parameters phase pipe displacement pipe material pipeline predicted pressure procedure ratio response riser roughness SCADA scour sea bed sea floor seabed shown simulated slug soil steady current steel storm strain strain gauges stress structural submarine pipelines surface Technology temperature tion Turning Bands underwater values variation vertical vortex shedding water depth welding zone