Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 7, Parts 4-6American Society of Mechanical Engineers, 1988 - Arctic regions |
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Page 191
... approximately 15 mm with a variation between 10 mm near the base to a maximum of 20 mm mm near the apex of the dome . For this reason it was decided to reduce the amount of water in construct- ing dome # 4 while attempting to create a ...
... approximately 15 mm with a variation between 10 mm near the base to a maximum of 20 mm mm near the apex of the dome . For this reason it was decided to reduce the amount of water in construct- ing dome # 4 while attempting to create a ...
Page 195
... approximately 50 % water by weight in the as received state . It would be very expensive and impractical to dry large quantities of materials for field use , but the moisture content of the reinforcer could be easily determined and the ...
... approximately 50 % water by weight in the as received state . It would be very expensive and impractical to dry large quantities of materials for field use , but the moisture content of the reinforcer could be easily determined and the ...
Page 63
... approximately 1 % higher than for the restrained pipeline at the same temperature . The density characteristics of ... approximately 0.001 % of the liquid volume at test pressure will decrease the acoustic velocity by 1 % . For test ...
... approximately 1 % higher than for the restrained pipeline at the same temperature . The density characteristics of ... approximately 0.001 % of the liquid volume at test pressure will decrease the acoustic velocity by 1 % . For test ...
Contents
ICE PROPERTIESII | 31 |
Simple Beam Tests on Type S3 Sea | 63 |
ICE DRIFT AND DYNAMICS | 69 |
Copyright | |
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analysis angle Arctic Engineering average beam Beaufort Sea Bering Sea buckling buoys Cold Regions compressive Conference on Offshore crack creep crushing curves deflection deformation density diameter drift dynamic effect elastic modulus equation estimated experimental factor failure flexural strength floe fracture toughness freshwater ice friction coefficient gauges geostrophic wind grain heat transfer horizontal ice drift ice force ice loads ice motion ice pressure ice sheet ice tests ice thickness ice velocity iceberg icebreaking impact increase indentation island layer linear measured Mechanics and Arctic method MIZEX model ice modulus Molikpaq normal force Norton Sound Ocean Offshore Mechanics oriented parameters pressure panel PVDF ratio reinforced ice Research samples scale sea ice sediments shear ship shown in Figure Sinha Sodhi specimen spray ice strain gauges strain rate strain tensor structure surface temperature tensor thermosyphon Timco tion uniaxial values vertical