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 94
... indicates that , with the vessel going ahead , the ice loads are acting on the forward , suction side of the blade ... indicating that the level ice loads act forward of the spindle axis . Spindle torques in the broken channel attempt ...
... indicates that , with the vessel going ahead , the ice loads are acting on the forward , suction side of the blade ... indicating that the level ice loads act forward of the spindle axis . Spindle torques in the broken channel attempt ...
Page 122
... indicates that the maximum pressure decreases with increasing contact area . P1 is equal to the nominal pressure , PN , in the latter part of the test while P2 , P3 , P4 are smaller . An important feature in the brittle tests was the ...
... indicates that the maximum pressure decreases with increasing contact area . P1 is equal to the nominal pressure , PN , in the latter part of the test while P2 , P3 , P4 are smaller . An important feature in the brittle tests was the ...
Page 166
... indicating non - simultaneous ice failure during the brittle crushing and flaking process . The data on the interfacial pressure also indicate that there are many small zones of high pressure , which last for a short duration at a point ...
... indicating non - simultaneous ice failure during the brittle crushing and flaking process . The data on the interfacial pressure also indicate that there are many small zones of high pressure , which last for a short duration at a point ...
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