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 451
... grout relative to the steel will cause the grout to be wedged between the two steel tubulars at all these location providing a significant amount of what effectively can be considered as mechanical friction not unlike that obtained ...
... grout relative to the steel will cause the grout to be wedged between the two steel tubulars at all these location providing a significant amount of what effectively can be considered as mechanical friction not unlike that obtained ...
Page 455
... grout reasonable accuracy is generally attainable using element discretizations as illustrated in Figure 9 , i.e. a minimum of two 1 - order or one 2nd - order element through the thickness . Alternatively , as the governing grout ...
... grout reasonable accuracy is generally attainable using element discretizations as illustrated in Figure 9 , i.e. a minimum of two 1 - order or one 2nd - order element through the thickness . Alternatively , as the governing grout ...
Page 456
... grout . From the graph it is observed how the linear - elastic approach vastly overestimates the peak Tresca stress in the grout whereas the Drucker - Prager model effectively halves the difference between the linear prediction and the ...
... grout . From the graph it is observed how the linear - elastic approach vastly overestimates the peak Tresca stress in the grout whereas the Drucker - Prager model effectively halves the difference between the linear prediction and the ...
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