Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 18, Part 5American Society of Mechanical Engineers, 1999 - Offshore structures |
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Page 186
FH and FV are the horizontal and the vertical forces, respectively. The lower
diagram displays the fluctuations in the height of applied load above the base of
the cone. Failure mechanisms of the ice sheets The examination of the video ...
FH and FV are the horizontal and the vertical forces, respectively. The lower
diagram displays the fluctuations in the height of applied load above the base of
the cone. Failure mechanisms of the ice sheets The examination of the video ...
Page 190
It should be noticed that these models were derived based on observations from
small- scale model tests with gentle sloped cones (i.e., - 45° to the horizontal),
thin ice, low friction coefficient and low ice speed, in which bending failure is ...
It should be noticed that these models were derived based on observations from
small- scale model tests with gentle sloped cones (i.e., - 45° to the horizontal),
thin ice, low friction coefficient and low ice speed, in which bending failure is ...
Page 193
6.0 VALIDATION OF THE NEW ICE LOAD MODEL Figure 1 1 compares the
predicted horizontal force, computed from the new model to the horizontal mean
peak force, F — measured from each test in the data sets listed in Table 2, and
the ...
6.0 VALIDATION OF THE NEW ICE LOAD MODEL Figure 1 1 compares the
predicted horizontal force, computed from the new model to the horizontal mean
peak force, F — measured from each test in the data sets listed in Table 2, and
the ...
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Contents
OMAE99PA1135 | 19 |
OMAE99PA1141 | 39 |
PROPELLERICE INTERACTION | 53 |
Copyright | |
24 other sections not shown
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Common terms and phrases
Allen Bay analysis angle Arctic Engineering ASME average boundary brittle calculated Canada channel coefficient component compressive cone Confederation Bridge Conference on Offshore conical structures contact area Copyright O 1999 creep creep deformation deformation density determined diameter distribution dynamic effect equation estimate experimental failure stress Figure floes fracture frequency friction frozen soil full scale gas hydrate Grand Banks horizontal hydrodynamic ice block ice class ice conditions ice force ice loads ice pieces ice sheet ice strength ice thickness iceberg iceberg management icebreaker increase indentation tests indentor interaction layer level ice maximum measured Mechanics and Arctic mm/s Newfoundland Northern Sea Route observed Offshore Mechanics parameters peak Pechora Sea piers pipeline planetary boundary layer predicted pressure ratio Research resistance rubble Sakhalin salinity scantlings scour sea ice sensors shaft shape shear ship shows speed stamukha surface temperature thrust torque values velocity vertical water depth width wind zone
Bibliographic information
| Title | Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 18, Part 5 |
| Contributors | OMAE Conference Committee, American Society of Mechanical Engineers. Offshore Mechanics and Arctic Engineering Division, American Society of Mechanical Engineers |
| Publisher | American Society of Mechanical Engineers, 1999 |
| Original from | the University of Michigan |
| Digitized | 3 Dec 2007 |
| Export Citation | BiBTeX EndNote RefMan |