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
RESULTS RELATIVE MAGNITUDE OF LEVEL ICE AND BROKEN CHANNEL PROPELLER ICE LOADS Blade normal load is plotted versus pitch angle in Figure 7. The negative value of these loads indicates that , with the vessel going ahead , the ice loads ...
RESULTS RELATIVE MAGNITUDE OF LEVEL ICE AND BROKEN CHANNEL PROPELLER ICE LOADS Blade normal load is plotted versus pitch angle in Figure 7. The negative value of these loads indicates that , with the vessel going ahead , the ice loads ...
Page 209
... loads on one leg of a multi - leg platform , a test pile , bridge piers and light piers . The bridge piers have loads between 90 2300 KN , light piers were characterized by loads within the range 100 - 1800 kN , and loads measured on a ...
... loads on one leg of a multi - leg platform , a test pile , bridge piers and light piers . The bridge piers have loads between 90 2300 KN , light piers were characterized by loads within the range 100 - 1800 kN , and loads measured on a ...
Page 215
... loads . Figure 5 illustrates the general agreement in ice loads for this wide range of conditions . Figures 4 and 5 presented the measured loads at each of the different classes of structures , according to maximum loaded width and ice ...
... loads . Figure 5 illustrates the general agreement in ice loads for this wide range of conditions . Figures 4 and 5 presented the measured loads at each of the different classes of structures , according to maximum loaded width and ice ...
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