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 153
... tests ( Fig . 3 ) . The magnitudes of the present failure stresses were as little as 1/4 of the failure stress in the Resolute tests . This may be because the Resolute tests were done with flatjacks thus distributing the load uniformly ...
... tests ( Fig . 3 ) . The magnitudes of the present failure stresses were as little as 1/4 of the failure stress in the Resolute tests . This may be because the Resolute tests were done with flatjacks thus distributing the load uniformly ...
Page 284
... tests were conducted at a significantly higher rate ( 100mm.s1 ) than the macro- scale tests and were , therefore , not presented here . It should be mentioned here that the third test ( first of the three high speed tests ) probably ...
... tests were conducted at a significantly higher rate ( 100mm.s1 ) than the macro- scale tests and were , therefore , not presented here . It should be mentioned here that the third test ( first of the three high speed tests ) probably ...
Page 299
... Test Apparatus . During the tests , the data corresponding to time , platen force , and platen displacement were acquired at 30 Hz . More than 100 tests at different speeds ranging from 9 to 120 mm / s were conducted on ice rubble during ...
... Test Apparatus . During the tests , the data corresponding to time , platen force , and platen displacement were acquired at 30 Hz . More than 100 tests at different speeds ranging from 9 to 120 mm / s were conducted on ice rubble during ...
Contents
OMAE99PA1135 | 19 |
OMAE99PA1141 | 39 |
PROPELLERICE INTERACTION | 53 |
Copyright | |
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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 contact area Copyright 1999 crack creep creep deformation crushed deformation density determined diameter distribution dynamic effect equation estimate 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 shape shear ship shows speed stamukha surface temperature thrust torque values velocity vertical water depth width wind zone