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 120
... wall with 3 hydraulic rams capable of exerting a combined maximum force of 13.5 MN . A servo system controlled the indentation velocities . Displacement , load and pressure load sensors signals were recorded with a 32 channel , 50 kHz ...
... wall with 3 hydraulic rams capable of exerting a combined maximum force of 13.5 MN . A servo system controlled the indentation velocities . Displacement , load and pressure load sensors signals were recorded with a 32 channel , 50 kHz ...
Page 251
... wall , wall , To- the To - the temperature in the internal wall of the casing , Tf - temperature of the phase transfer , Ro - radius of the well in the cemented ring , Tь - initial temperature of gas hydrate bearing formation interval ...
... wall , wall , To- the To - the temperature in the internal wall of the casing , Tf - temperature of the phase transfer , Ro - radius of the well in the cemented ring , Tь - initial temperature of gas hydrate bearing formation interval ...
Page 279
... wall in regions free from any visible cracks . These areas were finished to a flat surface and polished . The wall opposite the test face was also finished in a similar manner , making certain the two surfaces were parallel to each ...
... wall in regions free from any visible cracks . These areas were finished to a flat surface and polished . The wall opposite the test face was also finished in a similar manner , making certain the two surfaces were parallel to each ...
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