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 42
Vo = dlh +0.25 n Ih / 4 - V , ( 12 ) 6 - The criteria of splitting is excess of external energy E for definite ice volume on interface on internal failure energy Ep = where I = H , Ig B , V , is volume of splitting pieces in initial ...
Vo = dlh +0.25 n Ih / 4 - V , ( 12 ) 6 - The criteria of splitting is excess of external energy E for definite ice volume on interface on internal failure energy Ep = where I = H , Ig B , V , is volume of splitting pieces in initial ...
Page 104
Weeks and Assur ( 1967 ) developed the following relationship between the uniaxial strength and brine volume for columnar grained sea ice STRENGTH , MPa 0.30 La Om = 0. ( 1 – ( 7 ) 0.25 0.20 0.15 0.10 0.05 POROSITY , 10.5 1e - 5 10-6 ...
Weeks and Assur ( 1967 ) developed the following relationship between the uniaxial strength and brine volume for columnar grained sea ice STRENGTH , MPa 0.30 La Om = 0. ( 1 – ( 7 ) 0.25 0.20 0.15 0.10 0.05 POROSITY , 10.5 1e - 5 10-6 ...
Page 134
The reason for it is as follows . solidus location and that corresponding to the liquidus is the volume fraction of mush and solid combined . Hence , the volume fraction of pure mush is obtained from the difference between the volume ...
The reason for it is as follows . solidus location and that corresponding to the liquidus is the volume fraction of mush and solid combined . Hence , the volume fraction of pure mush is obtained from the difference between the volume ...
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Contents
139 | 95 |
Mechanical Behavior of Ice Loaded Optical Ground Wires | 107 |
Influence of the Surface Liquid Film on Cylinder Icing Under Marine Conditions | 115 |
Copyright | |
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activities analysis applied Arctic average axis beam boundary brine cable calculated caused coefficient cold compression considered constant crack deformation density dependent depth described determined developed direction distribution effect elastic energy Engineering equation estimated experiments failure field Figure floe flow force fracture freezing function given grain grain boundary Greenland heat ice cover ice load ice sheet iceberg increase initial International layer length limit liquid mass material maximum mean measured Mechanics mode natural observed obtained offshore operations parameters period possible present problem production region relative Research salinity sea ice sector shown shows snow solution specimen speed spray stations strain strength stress structure surface Table Technology temperature thickness towing transfer volume wave wind zone