Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 1American Society of Mechanical Engineers, 2006 - Arctic regions |
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Page 363
... Strakes Transverse 5.00E + 05 6.00E + 05 Bare Transverse 0 050 Strakes In - Line 0.050 Strakes Cd RMS Displacement ( D ) 2.5 1.5 1 2 3 0.10D High Helical Strakes on Rough Pipe Figure 2 : 0.05D High Helical Strake Displacement Results In ...
... Strakes Transverse 5.00E + 05 6.00E + 05 Bare Transverse 0 050 Strakes In - Line 0.050 Strakes Cd RMS Displacement ( D ) 2.5 1.5 1 2 3 0.10D High Helical Strakes on Rough Pipe Figure 2 : 0.05D High Helical Strake Displacement Results In ...
Page 364
... strakes , and the pipe with 0.10D high helical strakes , all with and without a strong - back . Drag Coefficient 3 Strong - back Cd Comparison 2.5 2 1.5 1 0.5 1.00E + 05 2.00E + 05 3.00E + 05 4.00E + 05 Reynolds Number --Bare w / o SB ...
... strakes , and the pipe with 0.10D high helical strakes , all with and without a strong - back . Drag Coefficient 3 Strong - back Cd Comparison 2.5 2 1.5 1 0.5 1.00E + 05 2.00E + 05 3.00E + 05 4.00E + 05 Reynolds Number --Bare w / o SB ...
Page 366
... Strakes In - Line Bare Transverse Bare Cd 0.10D Strakes Transverse - 0.10D Strakes Cd Strong - back Cd Comparison e 7.00E + 05 9.00E + 05 1.10E + 06 1.30E + 06 1.50E + 06 1.70E + 06 1.90E + 06 Reynolds Number Bare Smooth w / SB - Bare ...
... Strakes In - Line Bare Transverse Bare Cd 0.10D Strakes Transverse - 0.10D Strakes Cd Strong - back Cd Comparison e 7.00E + 05 9.00E + 05 1.10E + 06 1.30E + 06 1.50E + 06 1.70E + 06 1.90E + 06 Reynolds Number Bare Smooth w / SB - Bare ...
Contents
OFFSHORE TECHNOLOGY | 1 |
OMAE200692014 | 7 |
OMAE200692055 | 23 |
Copyright | |
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25th International Conference added mass amplitude analysis applied Arctic Engineering June ASME axial behavior bending bending moment boundary caisson calculated catenary coefficients collision computed Conference on Offshore configuration considered Copyright 2006 curve cylinder damping deck diameter displacement dynamic effects Engineering June 4-9 equation experimental fatigue damage floating force frequency domain function heave hull hydrodynamic impact interaction jacket linear LNG carrier matrix maximum measured Mechanics and Arctic method mode mode shapes model tests mooring lines motion natural frequency nodes nonlinear numerical obtained Ocean Offshore Mechanics oscillation parameters pile pipe plate platform predicted presented ratio response riser S-N curve sensor shear ship shown in Figure simulation soil spar spar platform static stiffness strakes stress surface Table tank Technology tendon transverse values velocity vertical vessel vibration vortex induced vibrations water depth wave height weld wind farm wind turbine