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 220
are of vane on surface to be sheared . The evaluation of vane shear data is done by converting the torque on the vane in blade to shear stress in the sediment . There several assumptions made in derivation the expression resulting in ...
are of vane on surface to be sheared . The evaluation of vane shear data is done by converting the torque on the vane in blade to shear stress in the sediment . There several assumptions made in derivation the expression resulting in ...
Page 232
the vane via shaft through the load spring in the modified machine . The mirror helps to detect small rotations electronically , which is not possible to detect manually by observing the rotation of the dial indicator . a Data ...
the vane via shaft through the load spring in the modified machine . The mirror helps to detect small rotations electronically , which is not possible to detect manually by observing the rotation of the dial indicator . a Data ...
Page 233
VANE MACHINE VANE ROD SEAL CAP -BALL - SEAL -0 - SEAL VANE ROD PISTON PISTON TOP CAP DETACHABLE PIN VANE 0.25 mm Thick SS 20 x 10 mm O - SEAL TOP CAP VANE TOP POROUS STONE PWP CHANNEL -O - SEAL IZAZIZZI -BALL - SEAL -AIR VENT CHANNEL ...
VANE MACHINE VANE ROD SEAL CAP -BALL - SEAL -0 - SEAL VANE ROD PISTON PISTON TOP CAP DETACHABLE PIN VANE 0.25 mm Thick SS 20 x 10 mm O - SEAL TOP CAP VANE TOP POROUS STONE PWP CHANNEL -O - SEAL IZAZIZZI -BALL - SEAL -AIR VENT CHANNEL ...
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Contents
OFFSHORE MECHANICS | 23 |
Early Production Systems in the North | 31 |
PIPELINES | 40 |
Copyright | |
38 other sections not shown
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analysis angle applied assumed axial bending cable calculated characteristics clay coefficient components Conference considered core cost curve damage depth determined diameter direction displacement distribution dynamic effect element energy Engineering equation field Figure flow forces frequency function geometry given included increase installation International length limit linear load lower mass material matrix maximum measured Mechanics method mode mooring motion natural normal obtained Offshore operation parameters performance period pile pipe pipeline platform position predicted presented pressure problem production range ratio REFERENCES response riser shear shown shows significant soil static stiffness strength stress structure surface Table Technology tension tower turbine vane vessel void ratio wave weight wire