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 193
... associated with each test data set , the overall average Fpred / Fmeas ratio and the associated statistics for the new model . The overall average Fpred / Fmeas ratio for the new ice model , i.e. , Lau - Croasdale's model , is plotted ...
... associated with each test data set , the overall average Fpred / Fmeas ratio and the associated statistics for the new model . The overall average Fpred / Fmeas ratio for the new ice model , i.e. , Lau - Croasdale's model , is plotted ...
Page 211
... associated with a pressure ridge was substantially greater than the load associated with the uniform floe ( Blenkam , 1970 ) . Generally the ice failed by crushing whereby each leg broke a path in the ice equal in width to the leg ...
... associated with a pressure ridge was substantially greater than the load associated with the uniform floe ( Blenkam , 1970 ) . Generally the ice failed by crushing whereby each leg broke a path in the ice equal in width to the leg ...
Page 215
... associated with thicker ice than 0.6 m , there is little overlap between the inclined and vertically oriented structures . Figure 7 indicates that the loads associated with vertically oriented structures can exceed the loads measured on ...
... associated with thicker ice than 0.6 m , there is little overlap between the inclined and vertically oriented structures . Figure 7 indicates that the loads associated with vertically oriented structures can exceed the loads measured on ...
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