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 122
... indicates that the maximum pressure decreases with increasing contact area . P1 is equal to the nominal pressure , PN ... indicate the strong , brittle nature of the multi - year ice . A suite of uniaxial and triaxial compression tests ...
... indicates that the maximum pressure decreases with increasing contact area . P1 is equal to the nominal pressure , PN ... indicate the strong , brittle nature of the multi - year ice . A suite of uniaxial and triaxial compression tests ...
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 ...
Page 340
... indicate floe identifiers , F is the interaction force between floes , A is the drag due to wind and й is the hydrodynamic force . A and й are formulated as : Ã = Î ̧Ñâï R2 ( ỹ¡ −ÿâ ) | Ñ¡ −Ña | H = Рw ( Cwp R¡H¡ + л CwbR ? ) ( V ...
... indicate floe identifiers , F is the interaction force between floes , A is the drag due to wind and й is the hydrodynamic force . A and й are formulated as : Ã = Î ̧Ñâï R2 ( ỹ¡ −ÿâ ) | Ñ¡ −Ña | H = Рw ( Cwp R¡H¡ + л CwbR ? ) ( V ...
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