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 195
... Average Avg . 0.91 1.01 Table 3 Summary of average and standard deviation of the predicted to measured mean peak force ratio , Fpred / F meas , of all tests for each ice force model Fpred / F mess StDev 0.21 0.19 Ratio Croasdale Nevel ...
... Average Avg . 0.91 1.01 Table 3 Summary of average and standard deviation of the predicted to measured mean peak force ratio , Fpred / F meas , of all tests for each ice force model Fpred / F mess StDev 0.21 0.19 Ratio Croasdale Nevel ...
Page 283
... average value of 41.3MPa for an average area of 0.002m2 ; the indentor moved 5mm during this time producing a contact area of 0.004m2 . From 2s to 7s , the indentor moved 16.8mm to an estimated contact area to 0.133 m2 , but negligible ...
... average value of 41.3MPa for an average area of 0.002m2 ; the indentor moved 5mm during this time producing a contact area of 0.004m2 . From 2s to 7s , the indentor moved 16.8mm to an estimated contact area to 0.133 m2 , but negligible ...
Page 312
... 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 shear faults ...
... 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 shear faults ...
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