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 185
... Load KG 120 Figure 6 : Cal on Flat of Side with Square Load Pad In Figure 6 , it can be seen that a somewhat off - center load has put one gauge ( S2_01 ) into tension while the other three gauges have gone into compression . An ...
... Load KG 120 Figure 6 : Cal on Flat of Side with Square Load Pad In Figure 6 , it can be seen that a somewhat off - center load has put one gauge ( S2_01 ) into tension while the other three gauges have gone into compression . An ...
Page 193
... load patches are approximately the same in each case , but vary slightly due to element size in the different hull areas . Also shown to indicate the sensitivity of the results to the load distribution are point loads ( for the side ...
... load patches are approximately the same in each case , but vary slightly due to element size in the different hull areas . Also shown to indicate the sensitivity of the results to the load distribution are point loads ( for the side ...
Page 523
Table 1 Section modulus require for maximum and fatigue load . Fatigue load 2.83 × 106 Maximum load bending moment 2.17 × 107 ( load amplitude ) Out - of - plane at root of turbine blade [ Nm ] Necessary section modulus > 0.11 > 0.19 ...
Table 1 Section modulus require for maximum and fatigue load . Fatigue load 2.83 × 106 Maximum load bending moment 2.17 × 107 ( load amplitude ) Out - of - plane at root of turbine blade [ Nm ] Necessary section modulus > 0.11 > 0.19 ...
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 factor 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 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