Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 5American Society of Mechanical Engineers, 2007 - Arctic regions |
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Page 166
... stress is slightly lower for the 20 degree ridge . Von Mises stress ( Pa ) 3.00E + 08 2.00E + 08 1.00E + 08 0.2 0.1 0.00E + 00 Stress at 3 O'Clock - Mid - scour ( 10 m scour ) Stress at 3 O'Clock - Mid - scour ( 15 m scour ) Stress at 3 ...
... stress is slightly lower for the 20 degree ridge . Von Mises stress ( Pa ) 3.00E + 08 2.00E + 08 1.00E + 08 0.2 0.1 0.00E + 00 Stress at 3 O'Clock - Mid - scour ( 10 m scour ) Stress at 3 O'Clock - Mid - scour ( 15 m scour ) Stress at 3 ...
Page 247
... stress on free surface reasonably plays an important role to simulate the storm surge accurately . In the past numerical models , the wind drag stress on free surface was calculated only considering the relative wind speed . There are ...
... stress on free surface reasonably plays an important role to simulate the storm surge accurately . In the past numerical models , the wind drag stress on free surface was calculated only considering the relative wind speed . There are ...
Page 285
... stress , S1 is radiation stress , S is turbulent ( Reynolds ) stress , and p = density . The turbulent stress is neglected in the present case because it is an empirical factor . Depending on the factor chosen it may affect the results ...
... stress , S1 is radiation stress , S is turbulent ( Reynolds ) stress , and p = density . The turbulent stress is neglected in the present case because it is an empirical factor . Depending on the factor chosen it may affect the results ...
Contents
OCEAN SPACE UTILIZATION | 1 |
OMAE200729521 | 11 |
OMAE200729557 | 17 |
Copyright | |
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26th International Conference aircushion amplitude analysis ASME bathymetry Bay of Fundy beach boundary conditions Bragg scattering breakwater buoy calculated cavitation Coastal coefficient computed Conference on Offshore Copyright 2007 density developed device diameter displacement dynamic effect element equation experimental floating body units flow fluid force frequency function gouge grout hydrodynamic ice load increase installed interaction linear Makran marine maximum measured Mechanics and Arctic method monopile motion mussels nonlinear Ocean ocean energy Offshore Mechanics offshore wind turbine optimization parameters pile pipe pipeline platform pontoon potential predicted pressure problem ratio Research response rotor scale scour depth seabed shown in Figure shrimp significant wave height simulation stray children stress structure Technology tidal power tower tsunami velocity velocity potential vertical Von Mises stress vortex water depth wave energy wave power width wind farms wind speed