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 147
... Phase 1 tests , showed that the nature of the ice loading , depending on whether it was uniform pressure or uniform deformation , significantly affected the results . Failure stress for uniform pressure tests did not have any dependence ...
... Phase 1 tests , showed that the nature of the ice loading , depending on whether it was uniform pressure or uniform deformation , significantly affected the results . Failure stress for uniform pressure tests did not have any dependence ...
Page 148
... PHASE 1 RESULTS Phase 1 ( Jones et al . , 1996 ) provided results of flaking tests using flat jacks to measure the large scale strength of ice . The results showed ( i ) gas filled flat jacks worked well provided certain safety ...
... PHASE 1 RESULTS Phase 1 ( Jones et al . , 1996 ) provided results of flaking tests using flat jacks to measure the large scale strength of ice . The results showed ( i ) gas filled flat jacks worked well provided certain safety ...
Page 251
... phase transition , as well as on distinct boundary between frozen and unfrozen zones , and on the elongate transition zone in case of phase transition in temperature interval had been used to obtain evaluation of the thermal influence ...
... phase transition , as well as on distinct boundary between frozen and unfrozen zones , and on the elongate transition zone in case of phase transition in temperature interval had been used to obtain evaluation of the thermal influence ...
Contents
OMAE99PA1135 | 19 |
OMAE99PA1141 | 39 |
PROPELLERICE INTERACTION | 53 |
Copyright | |
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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