Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 1, Parts 1-2American Society of Mechanical Engineers, 2004 - Arctic regions |
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Page 108
... pressure trends are very close to each other . At a skirt depth - to- diameter embedment ratio ( L / D ) of around 0.5 , pumping was suddenly increased to a very high value . An immediate jump in differential pressure occurred , with ...
... pressure trends are very close to each other . At a skirt depth - to- diameter embedment ratio ( L / D ) of around 0.5 , pumping was suddenly increased to a very high value . An immediate jump in differential pressure occurred , with ...
Page 120
... pressure along the wall 14000 12000 puse no 6. pressure averaged along wall- 124x96 cells comer averaged upto centre of sensor cluster averaged upto lop end of sensor cluster 1 pressure ( Pa ) 10000+ 8000 6000 4000 2000 42 04 Figure 17 ...
... pressure along the wall 14000 12000 puse no 6. pressure averaged along wall- 124x96 cells comer averaged upto centre of sensor cluster averaged upto lop end of sensor cluster 1 pressure ( Pa ) 10000+ 8000 6000 4000 2000 42 04 Figure 17 ...
Page 238
... Pressure Maximum Hoop Stress in 4.1 ( i ) 0.36S FRP at Design Pressure Maximum Hoop Stress in 4.1 ( i ) 0.6S FRP at Hydrotest Pressure 5.7 ( a ) ( 5 ) , Minimum Hydrotest Pressure 1.25P design 7.1 ( b ) ( 1 ) 5.7 ( a ) ( 8 ) Notes ...
... Pressure Maximum Hoop Stress in 4.1 ( i ) 0.36S FRP at Design Pressure Maximum Hoop Stress in 4.1 ( i ) 0.6S FRP at Hydrotest Pressure 5.7 ( a ) ( 5 ) , Minimum Hydrotest Pressure 1.25P design 7.1 ( b ) ( 1 ) 5.7 ( a ) ( 8 ) Notes ...
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amplitude analysis ASME axial barge caisson calculated Campos Basin catenary coefficient comparison computed Conference on Offshore configuration Copyright damping deck diameter diffraction displacement draft drag drag coefficient dynamic effect equations Figure finite element flow fluid force FPSO frequency domain heave hot spot stress hull hydrodynamic installation interaction jacket kips linear load load transfer located longitudinal maximum measured Mechanics and Arctic method mode model test Model-I mooring lines mooring system motion nonlinear numerical obtained Offshore Mechanics offshore structures parameters peak performed Petrobras pipe platform polyester predicted pressure ratio Rayleigh distribution response Reynolds number riser Riser Tensioning S-N curve seastates shear shown in Fig simulation soil spectral spectrum spudcan steel stiffness subsea Table transverse upstream cylinder values velocity velocity potential vertical vessel vibration vortex vortex induced vibrations water depth wave height Weibull distribution Y Force