Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 4; Volume 8, Part 4American Society of Mechanical Engineers, 1989 - Arctic regions |
From inside the book
Results 1-3 of 83
Page 165
... mass smaller than 5,000 tonnes would only be detected 20 % of the time . Larger bergs , having masses between 5,000 and 50,000 tonnes , would be detected 50 % of the time , while bergs having masses greater than 50,000 tonnes would be ...
... mass smaller than 5,000 tonnes would only be detected 20 % of the time . Larger bergs , having masses between 5,000 and 50,000 tonnes , would be detected 50 % of the time , while bergs having masses greater than 50,000 tonnes would be ...
Page 312
... mass ratio varying from 0 to 10 , speed ratio of 0 , and values of the restitution coefficient in the range from 0.05 to 0.50 . The impulse is expressed in ratio to the momentum of the impacting body . It is shown that the mass ratio ...
... mass ratio varying from 0 to 10 , speed ratio of 0 , and values of the restitution coefficient in the range from 0.05 to 0.50 . The impulse is expressed in ratio to the momentum of the impacting body . It is shown that the mass ratio ...
Page 430
... mass and time is obtained . The increasing ice mass is a linear function of time : S - 8 S - 9 CABLE 1 CABLE 2 1.00 4.00 7.00 10.00 13.00 16.00 19.00 22.00 25.00 28.00 DAYS M ( t ) = Mo + K t ( 3 ) where Mo is the initial ice load on ...
... mass and time is obtained . The increasing ice mass is a linear function of time : S - 8 S - 9 CABLE 1 CABLE 2 1.00 4.00 7.00 10.00 13.00 16.00 19.00 22.00 25.00 28.00 DAYS M ( t ) = Mo + K t ( 3 ) where Mo is the initial ice load on ...
Contents
OFFSHORE MECHANICS | 1 |
The Growth of Radial Cracks in Ice Sheets | 7 |
ICE FORCES | 11 |
Copyright | |
30 other sections not shown
Other editions - View all
Common terms and phrases
analysis angle Arctic Engineering assumed Barents Sea Beaufort Sea behaviour berm Bjørnøya calculated coefficient Cole components computed Conference on Offshore constant constitutive equation damage evolution damage model deformation density depth determined diameter distribution dynamic effect energy equation experimental factor failure force fracture mechanics fracture toughness frequency friction function Geogrid grain horizontal ice floe ice load ice sheet ice thickness iceberg icebreaking impact increase indentor initial interaction keel material maximum measured Mechanics and Arctic Mellor microcracks modulus motion notch nucleation observed obtained ocean Offshore Mechanics parameters peak stress plane polycrystalline ice predicted pressure probability Proc radar ratio resistance ridge samples sea ice seabed shear shear stress ship shown in Figure simulation specimen spray ice strain rate strain tensor strength structure surface temperature tensile tensile stress tensor tests uniaxial compression variable vector velocity vertical wave Young's modulus