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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Results 1-3 of 12
Page 190
... computed for all 8 scenarios and then averaged to give the model prediction for that test . 3.0 RESULT OF MODEL ASSESSMENT Figures 1 compares the predicted horizontal force , Fx pred computed from Croasdale's model to the horizontal ...
... computed for all 8 scenarios and then averaged to give the model prediction for that test . 3.0 RESULT OF MODEL ASSESSMENT Figures 1 compares the predicted horizontal force , Fx pred computed from Croasdale's model to the horizontal ...
Page 192
... computed by considering simultaneous failure of a series of wedge beams along the cone's front perimeter ( see Figure 10 ) . Each beam has a breaking length , L1 , derived from the theory of semi - infinite elastic beam on elastic ...
... computed by considering simultaneous failure of a series of wedge beams along the cone's front perimeter ( see Figure 10 ) . Each beam has a breaking length , L1 , derived from the theory of semi - infinite elastic beam on elastic ...
Page 344
... computed result by the DEM . Floe distribution beyond the structure model closes space by water current . In contrast , spaces are formed near the side faces of the structure model , which is observed in the experiment and not seen in ...
... computed result by the DEM . Floe distribution beyond the structure model closes space by water current . In contrast , spaces are formed near the side faces of the structure model , which is observed in the experiment and not seen in ...
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