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 95
... located 60 % half chord back from the leading edge at 0.8R and at 0.74R a little farther back . At the time of peak spindle torque ( Figure 15 ) , the normal loads are located much closer to the blade leading edge , with the maximum ...
... located 60 % half chord back from the leading edge at 0.8R and at 0.74R a little farther back . At the time of peak spindle torque ( Figure 15 ) , the normal loads are located much closer to the blade leading edge , with the maximum ...
Page 232
... located in Northumberland Strait , in the southern portion of the Gulf of St. Lawrence . Ice forces were an important consideration in the design of the bridge , and two of the bridge piers ( P31 and P32 ) have been extensively ...
... located in Northumberland Strait , in the southern portion of the Gulf of St. Lawrence . Ice forces were an important consideration in the design of the bridge , and two of the bridge piers ( P31 and P32 ) have been extensively ...
Page 250
... located near the seabed ; and in the Prirazlomnoe field location , there are conditions for presence of stable gas hydrate zone located not near the seabed . From the engineer - geologist point of view frozen gas hydrate bearing ...
... located near the seabed ; and in the Prirazlomnoe field location , there are conditions for presence of stable gas hydrate zone located not near the seabed . From the engineer - geologist point of view frozen gas hydrate bearing ...
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