Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 18, Part 5American Society of Mechanical Engineers, 1999 - Arctic regions |
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Page 227
... buckling and / or crushing . Note that the elastostatic buckling load for a semi - infinite ice sheet is given by Ñ = ( PwgE'Î ) 1 / 2 ( Hetényi 1946 ) . For a < Ocr the ice will move up the slope and fail due to bending , although at ...
... buckling and / or crushing . Note that the elastostatic buckling load for a semi - infinite ice sheet is given by Ñ = ( PwgE'Î ) 1 / 2 ( Hetényi 1946 ) . For a < Ocr the ice will move up the slope and fail due to bending , although at ...
Page 228
... ( 18 ) By examining the equation D = 0 , it is found that an accurate approximation to the normalized buckling load is provided by Ne = 2.3 with = fh ет ( 19 ) Copyright © 1999 by ASME The movement ( uplift ) of the ice sheet is 228.
... ( 18 ) By examining the equation D = 0 , it is found that an accurate approximation to the normalized buckling load is provided by Ne = 2.3 with = fh ет ( 19 ) Copyright © 1999 by ASME The movement ( uplift ) of the ice sheet is 228.
Page 244
... buckling failures of the adjacent consolidated and floc ice . Figure 6 illustrates a ridge interaction with a previously developed rubble pile caused by failure of the floe . In the first frame ( a ) , the ridge ( which had a keel depth ...
... buckling failures of the adjacent consolidated and floc ice . Figure 6 illustrates a ridge interaction with a previously developed rubble pile caused by failure of the floe . In the first frame ( a ) , the ridge ( which had a keel depth ...
Contents
OMAE99PA1135 | 19 |
OMAE99PA1141 | 39 |
PROPELLERICE INTERACTION | 53 |
Copyright | |
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