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 185
... specimens averaging 100 x 150 mm2 in surface area were collected from the ice sheets produced in this study . The bottom surface of these specimens was smoothed with sand paper , and the specimens were then laid onto a flat , horizontal ...
... specimens averaging 100 x 150 mm2 in surface area were collected from the ice sheets produced in this study . The bottom surface of these specimens was smoothed with sand paper , and the specimens were then laid onto a flat , horizontal ...
Page 312
... specimens the average width of the fault was found to be essentially the same as the values obtained for monotonically loaded specimens . This is further evidence that step - loading does not affect the macroscopic character of the ...
... specimens the average width of the fault was found to be essentially the same as the values obtained for monotonically loaded specimens . This is further evidence that step - loading does not affect the macroscopic character of the ...
Page 314
... specimens , yielded a " saturated " average failure stress σ of 11.85 ( i.e. between σ - 6.64 MPa and σ = 30 MPa ) , confirming our expectations . What failure mechanism accounts for this increase in failure stress ? As noted by Gupta ...
... specimens , yielded a " saturated " average failure stress σ of 11.85 ( i.e. between σ - 6.64 MPa and σ = 30 MPa ) , confirming our expectations . What failure mechanism accounts for this increase in failure stress ? As noted by Gupta ...
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