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 5
Page 75
... connection with the y- component velocity to have a positive V in normal situations . ) The x - axis is taken to be a suitable reference line following roughly the channel . The state in Figure 1 ( a ) is considered stationary and the ...
... connection with the y- component velocity to have a positive V in normal situations . ) The x - axis is taken to be a suitable reference line following roughly the channel . The state in Figure 1 ( a ) is considered stationary and the ...
Page 76
... connection from considering even the intact ice as a part of a flow field . ) According to , e.g. Eringen , p . 105 ( 1967 ) , the principle of conservation of mass gives the jump condition ( pv12 ) * = ( pv2 ) ( 17 ) on a stationary ...
... connection from considering even the intact ice as a part of a flow field . ) According to , e.g. Eringen , p . 105 ( 1967 ) , the principle of conservation of mass gives the jump condition ( pv12 ) * = ( pv2 ) ( 17 ) on a stationary ...
Page 77
... connection with formula ( 25 ) . ( 25 ) FINITE ELEMENT SOLUTION As the third refinement leads to a nonlinear formulation needing in any case a numerical treatment , it was decided for consistency to apply the finite element method in ...
... connection with formula ( 25 ) . ( 25 ) FINITE ELEMENT SOLUTION As the third refinement leads to a nonlinear formulation needing in any case a numerical treatment , it was decided for consistency to apply the finite element method in ...
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