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 238
... Table 8 Records of welding condition for efficiency test. MENTS AND RESULTS odes Tested he basic properties of the tested electrodes are in Table 2 , Table 3 , and Figure 1. It can be tood clearly that , among various electrodes tested ...
... Table 8 Records of welding condition for efficiency test. MENTS AND RESULTS odes Tested he basic properties of the tested electrodes are in Table 2 , Table 3 , and Figure 1. It can be tood clearly that , among various electrodes tested ...
Page 272
... Table , the bottom clamp 9 mm Ø riser may be moved downward by 1 metre next clamp is shifted upward by 5 metres ... Table 6 shows he bottom clamp elevation changes with permissible hed stress . A factor , 1 is introduced to vary the ...
... Table , the bottom clamp 9 mm Ø riser may be moved downward by 1 metre next clamp is shifted upward by 5 metres ... Table 6 shows he bottom clamp elevation changes with permissible hed stress . A factor , 1 is introduced to vary the ...
Page 272
... Table , the bottom clamp for 219 mm riser may be moved downward by 1 metre if the next clamp is shifted upward by 5 ... Table 6 shows how the bottom clamp elevation changes with permissible combined stress . A factor , is introduced to ...
... Table , the bottom clamp for 219 mm riser may be moved downward by 1 metre if the next clamp is shifted upward by 5 ... Table 6 shows how the bottom clamp elevation changes with permissible combined stress . A factor , is introduced to ...
Contents
Model Tests | 3 |
B Bryndum V Jacobsen and D T Tsahalis 9 | 21 |
Scour Under Pipelines | 33 |
Copyright | |
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Common terms and phrases
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