Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 1; Volume 7, Part 1American Society of Mechanical Engineers, 1988 - Arctic regions |
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Page 142
... load distribution [ 1-4 ] established that the load is not uniformly distributed over all teeth , but is in fact a parabolic distribution with the highest load occurring on the loaded tooth furthest from the free end of the pin ( see ...
... load distribution [ 1-4 ] established that the load is not uniformly distributed over all teeth , but is in fact a parabolic distribution with the highest load occurring on the loaded tooth furthest from the free end of the pin ( see ...
Page 143
... load on the critical tooth ( tooth number 25 ) but that the amount by which the load decreases is progressively reduced . Figure 4 shows the effect of varying the tooth fillet radius on the relationship between SCF and the ratio of ...
... load on the critical tooth ( tooth number 25 ) but that the amount by which the load decreases is progressively reduced . Figure 4 shows the effect of varying the tooth fillet radius on the relationship between SCF and the ratio of ...
Page 522
... load level , 2000 cycles , as did average nylon ropes at the 50 % load level . Data from a few tests of with new " marine " finish fibers are included in these figures . For example , Crawford ( 17 ) reported over 700,000 cycles at 19 ...
... load level , 2000 cycles , as did average nylon ropes at the 50 % load level . Data from a few tests of with new " marine " finish fibers are included in these figures . For example , Crawford ( 17 ) reported over 700,000 cycles at 19 ...
Contents
FLOATING PRODUCTION SYSTEMS | 1 |
OFFSHORE MECHANICS | 23 |
Early Production Systems in the North | 31 |
Copyright | |
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analysis angle applied axial bending cable calculated characteristics coefficient components Conference connected considered construction cost curve damage depth determined diameter direction displacement distribution dynamic effect element energy Engineering equation equipment fatigue field Figure flexible flow forces frequency function geometry given important included increase installation International joint length limit linear load lower mass material matrix maximum mean measured Mechanics method mode mooring motion natural normal obtained Offshore operation parameters performance period pile pipe pipeline platform position presented pressure problem production range ratio response riser shear shown shows significant soil static stiffness strength stress structure surface Table Technology tension tower turbine vane vessel wave weight wire