Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 18, Part 5American Society of Mechanical Engineers, 1999 - Arctic regions |
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Page 44
... selected . The criteria for selection was that the peak pressure , at the time of peak force , had to occur on frames 220 , 223 , or 226 , and the pressure on all edge cells had to be less than 10 % of the maximum pressure on the panel ...
... selected . The criteria for selection was that the peak pressure , at the time of peak force , had to occur on frames 220 , 223 , or 226 , and the pressure on all edge cells had to be less than 10 % of the maximum pressure on the panel ...
Page 78
... SELECTED REFINEMENTS ON THE PRESSURE DISTRIBUTION A channel geometry and some parameter combinations are selected to ... selection of the combination of the reference pressure , the corresponding viscosity and the coefficient k is more ...
... SELECTED REFINEMENTS ON THE PRESSURE DISTRIBUTION A channel geometry and some parameter combinations are selected to ... selection of the combination of the reference pressure , the corresponding viscosity and the coefficient k is more ...
Page 190
... selected for further modifications . The primary criterion for selection is the degree of simplicity and accuracy . The 3 - D nature of load distribution around a cone is discussed in Section 4. In Section 5 a new ice force model is ...
... selected for further modifications . The primary criterion for selection is the degree of simplicity and accuracy . The 3 - D nature of load distribution around a cone is discussed in Section 4. In Section 5 a new ice force model is ...
Contents
OMAE99PA1135 | 19 |
OMAE99PA1141 | 39 |
PROPELLERICE INTERACTION | 53 |
Copyright | |
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Allen Bay analysis angle Arctic Engineering ASME average boundary brittle calculated Canada channel coefficient component compressive cone Confederation Bridge Conference on Offshore contact area Copyright 1999 crack creep creep deformation crushed deformation density determined diameter distribution dynamic effect equation estimate failure stress Figure floes fracture frequency friction frozen soil full scale gas hydrate Grand Banks horizontal hydrodynamic ice block ice class ice conditions ice force ice loads ice pieces ice sheet ice strength ice thickness iceberg iceberg management icebreaker increase indentation tests indentor interaction layer level ice maximum measured Mechanics and Arctic mm/s Newfoundland Northern Sea Route observed Offshore Mechanics parameters peak Pechora Sea piers pipeline planetary boundary layer predicted pressure ratio Research resistance rubble Sakhalin salinity scantlings scour sea ice sensors shape shear ship shows speed stamukha surface temperature thrust torque values velocity vertical water depth width wind zone