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 213
... predicted ( remoulded ) = 14.3 = 2.5x10 cm experimental ( undisturbed ) ( Mesri et al , 1975 ) predicted ( remoulded ) e = 12.5 = -5 -1 3.8x10 cm where p is the effective pressure and the submerged unit wieght of particles . Ya 1S 0 1 ...
... predicted ( remoulded ) = 14.3 = 2.5x10 cm experimental ( undisturbed ) ( Mesri et al , 1975 ) predicted ( remoulded ) e = 12.5 = -5 -1 3.8x10 cm where p is the effective pressure and the submerged unit wieght of particles . Ya 1S 0 1 ...
Page 483
... predicted critical tension is HCRIT 3340 N ( 750 lb ) based upon the measured value of the elastic modulus of the ... PREDICTION 7.0- 6.0- 5.0 4.0 3.0 0.2 T SLACK CABLE PREDICTION 0.5 0.8 1.0 2.0 cable segment ( first mode , n = 5.0 8.0 ...
... predicted critical tension is HCRIT 3340 N ( 750 lb ) based upon the measured value of the elastic modulus of the ... PREDICTION 7.0- 6.0- 5.0 4.0 3.0 0.2 T SLACK CABLE PREDICTION 0.5 0.8 1.0 2.0 cable segment ( first mode , n = 5.0 8.0 ...
Page 542
... predicted measured TYPE OF TEST Deformation DEFORMATIONS predicted measured ST2 FREE ENDS - ST2 LOCKED ENDS PRESSURE = 210 BAR elongation ( mm ) 35 . 38.5 rotation ( ° ) 8.4 8.7 torque ( Nm ) diameter variation ( mm ) -0.34 -0.34 ...
... predicted measured TYPE OF TEST Deformation DEFORMATIONS predicted measured ST2 FREE ENDS - ST2 LOCKED ENDS PRESSURE = 210 BAR elongation ( mm ) 35 . 38.5 rotation ( ° ) 8.4 8.7 torque ( Nm ) diameter variation ( mm ) -0.34 -0.34 ...
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