Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 14, Part 4American Society of Mechanical Engineers, 1995 - Arctic regions |
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Page 12
O Maximum expected first - year ice thickness = 1.44 m ; O Maximum consolidated layer thickness = 3.0 m ; and , O Extreme maximum keel depth of a hummock feature = 25 m . Loading Scenarios Three first - year ice failure scenarios may be ...
O Maximum expected first - year ice thickness = 1.44 m ; O Maximum consolidated layer thickness = 3.0 m ; and , O Extreme maximum keel depth of a hummock feature = 25 m . Loading Scenarios Three first - year ice failure scenarios may be ...
Page 50
... maximum prestress force that could be applied without a load present . The final step was to determine the load carrying capacity of the ice sheet when that maximum prestress force was applied . Computation of Capacity without Prestress ...
... maximum prestress force that could be applied without a load present . The final step was to determine the load carrying capacity of the ice sheet when that maximum prestress force was applied . Computation of Capacity without Prestress ...
Page 99
... maximum persistence period of ice on a cable , 112 hours , corresponds to the maximum observed ice load ( 2.34 kg / m on the 12.5 - mm diameter cable ) . This indicates that ice and wind load is a very dangerous combination for cables ...
... maximum persistence period of ice on a cable , 112 hours , corresponds to the maximum observed ice load ( 2.34 kg / m on the 12.5 - mm diameter cable ) . This indicates that ice and wind load is a very dangerous combination for cables ...
Contents
The Study of MultiScale Deformation and Failure of Ice Cover at Interaction With | 17 |
ICE FEATURE BEHAVIOR | 47 |
SelfExcited Oscillations in Ice Floes and Icebergs | 67 |
Copyright | |
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accretion analysis Arctic Arctic/Polar Technology ASME Atmospheric Icing axis Baffin Bay beam Beaufort Sea boundary conditions brine cable calculated Canada coefficient Cold Regions columnar compression convective Cook Inlet Danish deflection deformation density depth developed diameter distribution effect elastic embankment energy Engineering environmental equation failure Figure floating ice flow flux force fracture fracture toughness freezing gas hydrate grain heat transfer HVDC ice cover ice load ice mass ice sheet ice thickness iceberg icing rate increase interaction interface layer length liquid film liquid water content maximum measured Mechanics mode Norilsk Nuuk offshore oil spill OMAE operations OPGW optical fibers parameters Pechora Sea permafrost polar prestress Research sea ice sector shear simulation Sinha snow solution specimen spray stations strain rate strength stress structure subgrains surface Technology ASME 1995 thermocouple towing transducer velocity vertical volume wave West Greenland wind speed zone