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 113
... correlation between In C and n exists for a group of materials or test conditions only if B does not change . Tanaka and Matsuoka ( 1977 ) examined the n - In C relationship and concluded that all ferrous materials would have the same ...
... correlation between In C and n exists for a group of materials or test conditions only if B does not change . Tanaka and Matsuoka ( 1977 ) examined the n - In C relationship and concluded that all ferrous materials would have the same ...
Page 165
... correlation coefficients of force per unit width measured at different columns of the sensor . The average force per unit width obtained from the tactile sensors and the load cell should be the same . However , we found the average ...
... correlation coefficients of force per unit width measured at different columns of the sensor . The average force per unit width obtained from the tactile sensors and the load cell should be the same . However , we found the average ...
Page 166
... Correlation Coefficient 1 0.5 0 -0.5 CE 0-0 -1 В 0 200 800 1000 As proposed by Dunwoody ( 1991 ) , the correlation function Rf ( x ) of the local force f ( t ) can be assumed in the following form : Rf ( x ) / 2 = exp ( -x / L ) , where ...
... Correlation Coefficient 1 0.5 0 -0.5 CE 0-0 -1 В 0 200 800 1000 As proposed by Dunwoody ( 1991 ) , the correlation function Rf ( x ) of the local force f ( t ) can be assumed in the following form : Rf ( x ) / 2 = exp ( -x / L ) , where ...
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