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 58
Propelhydro ler Diameter ( Thrust ) 2 3 5 6 7 6 8 n ( ps ) 8 Fig . 8 Gradient of Fico Load Component vs. n ( Thrust ) ( kgtm ) 10 x10 ( kgfm / kPa ) ( Nm / kPa ) x102 2.0F ( Nm ) 100 Torque n = 6 , 12 rps J = 0.094 2.0 Gradient of Fice ...
Propelhydro ler Diameter ( Thrust ) 2 3 5 6 7 6 8 n ( ps ) 8 Fig . 8 Gradient of Fico Load Component vs. n ( Thrust ) ( kgtm ) 10 x10 ( kgfm / kPa ) ( Nm / kPa ) x102 2.0F ( Nm ) 100 Torque n = 6 , 12 rps J = 0.094 2.0 Gradient of Fice ...
Page 209
The bridge piers have loads between 90 - 2300 KN , light piers were characterized by loads within the range 100 - 1800 KN , and loads measured on a 0.9 m diameter test pile ranged from 180 to 480 kN . Direct measurements on a 2.03 m ...
The bridge piers have loads between 90 - 2300 KN , light piers were characterized by loads within the range 100 - 1800 KN , and loads measured on a 0.9 m diameter test pile ranged from 180 to 480 kN . Direct measurements on a 2.03 m ...
Page 212
Figure 2 presents an Hondo Bridge Pler 2.32 m pier inclined at 23 ° , instrumented with simply supported beam 100 % coverage Rideau River Bridge Pier vertically oriented 2.0 m diameter pier , instrumented with one fluid - filled ...
Figure 2 presents an Hondo Bridge Pler 2.32 m pier inclined at 23 ° , instrumented with simply supported beam 100 % coverage Rideau River Bridge Pier vertically oriented 2.0 m diameter pier , instrumented with one fluid - filled ...
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Contents
OMAE99PA1135 | 19 |
OMAE99PA1141 | 39 |
PROPELLERICE INTERACTION | 53 |
Copyright | |
24 other sections not shown
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Common terms and phrases
analysis angle applied Arctic ASME assumed average blade block boundary calculated Canada channel coefficient component compressive 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 ice force ice loads ice sheet ice thickness iceberg icebreaker included increase indentation indentor interaction International layer length material maximum mean measured Mechanics method observed obtained occurred Offshore operations parameters peak performance predicted present pressure Proceedings propeller range ratio region Report Research resistance salinity scale scour shape shear ship shown shows soil speed stamukha strain strength stress structure surface Table temperature tests thrust torque values vertical wave width wind zone
Bibliographic information
| Title | Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 18, Part 5 |
| Contributors | OMAE Conference Committee, American Society of Mechanical Engineers. Offshore Mechanics and Arctic Engineering Division, American Society of Mechanical Engineers |
| Publisher | American Society of Mechanical Engineers, 1999 |
| Original from | the University of Michigan |
| Digitized | 3 Dec 2007 |
| Export Citation | BiBTeX EndNote RefMan |