Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 18, Part 5American Society of Mechanical Engineers, 1999 - Arctic regions |
From inside the book
Results 1-3 of 39
Page 49
... typical width of icebreakers and cargo ships W1 = 20 m ; ⚫typical time interval between two consequent convoys At = 48 hours ; • packing density coefficient p = 0.8 ; ⚫angle of lateral slope of brash ice layer keel a = 20 ...
... typical width of icebreakers and cargo ships W1 = 20 m ; ⚫typical time interval between two consequent convoys At = 48 hours ; • packing density coefficient p = 0.8 ; ⚫angle of lateral slope of brash ice layer keel a = 20 ...
Page 121
... typical ductile failure . Figure 7a also shows typical large radial cracks and an ice wedge failure that was often associated with the ductile ice failure during the field indentation tests . Figure 8 provides examples of typical ...
... typical ductile failure . Figure 7a also shows typical large radial cracks and an ice wedge failure that was often associated with the ductile ice failure during the field indentation tests . Figure 8 provides examples of typical ...
Page 240
... typical first - year pack ice ( Brown , 1997 ) , consisting of discrete flocs which contain significant proportions of rafted and ridged ice . Floe sizes can reach 3 to 4 km in diameter , although typically they are of the order of ...
... typical first - year pack ice ( Brown , 1997 ) , consisting of discrete flocs which contain significant proportions of rafted and ridged ice . Floe sizes can reach 3 to 4 km in diameter , although typically they are of the order of ...
Contents
OMAE99PA1135 | 19 |
OMAE99PA1141 | 39 |
PROPELLERICE INTERACTION | 53 |
Copyright | |
24 other sections not shown
Other editions - View all
Common terms and phrases
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