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 45
... increasing height with increasing force . A large number of the events have a loaded height of 2.8 m which is the full height of the instrumented panel . Figure 17 depicts the maximum pressure on a single cell ( at the time of peak ...
... increasing height with increasing force . A large number of the events have a loaded height of 2.8 m which is the full height of the instrumented panel . Figure 17 depicts the maximum pressure on a single cell ( at the time of peak ...
Page 123
... increasing strain rate and decreasing temperature ( Table 2 ) . Most uniaxial tests displayed a post- peak or residual strength . All uniaxial tests at a strain rate of 10 exhibited a brittle failure mode , whereas all tests at a strain ...
... increasing strain rate and decreasing temperature ( Table 2 ) . Most uniaxial tests displayed a post- peak or residual strength . All uniaxial tests at a strain rate of 10 exhibited a brittle failure mode , whereas all tests at a strain ...
Page 153
... increasing failure stress with increasing rate , similar to that observed in these tests ( Fig . 3 ) . The magnitudes of the present failure stresses were as little as 1/4 of the failure stress in the Resolute tests . This may be ...
... increasing failure stress with increasing rate , similar to that observed in these tests ( Fig . 3 ) . The magnitudes of the present failure stresses were as little as 1/4 of the failure stress in the Resolute tests . This may be ...
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