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 9
... FOUNDATION under grant from The Nippon Foundation , a public corporation operat- ing from the proceeds of motor - boat races . The authors are in- debted to them for their financial support . The authors ' gratitude is extended to Prof ...
... FOUNDATION under grant from The Nippon Foundation , a public corporation operat- ing from the proceeds of motor - boat races . The authors are in- debted to them for their financial support . The authors ' gratitude is extended to Prof ...
Page 203
... foundation . The normalized stress calculated using the classical theory is plotted in Figure 7 with the additional stress due to shear action . Since the shear force decreases along the beam from the point of contact due to the ...
... foundation . The normalized stress calculated using the classical theory is plotted in Figure 7 with the additional stress due to shear action . Since the shear force decreases along the beam from the point of contact due to the ...
Page 258
... foundation was predicted as a function of time ( Figure 7 ) using different values of Poisson's ratio for creep deformation , v , for a constant surcharge ( p = 0.3 MPa ) and for a time period of ten years . It is seen that the creep ...
... foundation was predicted as a function of time ( Figure 7 ) using different values of Poisson's ratio for creep deformation , v , for a constant surcharge ( p = 0.3 MPa ) and for a time period of ten years . It is seen that the creep ...
Contents
OMAE99PA1135 | 19 |
OMAE99PA1141 | 39 |
PROPELLERICE INTERACTION | 53 |
Copyright | |
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analysis angle applied Arctic ASME assumed average blade block boundary calculated Canada channel coefficient component conducted considered constant Copyright crack creep crushed dependence depth determined direction distribution effect Engineering equation estimate experiments factor failure field Figure floes flow force frequency friction function given height horizontal ice force ice loads ice sheet ice thickness iceberg icebreaker included increase indentation indentor interaction International layer length material maximum mean measured Mechanics method Newfoundland observed obtained occurred Offshore operations parameters peak performance predicted present pressure propeller range ratio region Report Research resistance salinity scale scour shape shear ship shown shows similar soil speed stamukha strain strength stress structure surface Table temperature tests thrust torque values vertical wave width wind zone