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 518
... rope making ( 3 , 4 ) . The specific gravity of nylon is 1.14 . Thus nylon will not float in water . The principal physical distinction between the two different nylon materials is the melting point . Nylon 6 has a dry melting point of ...
... rope making ( 3 , 4 ) . The specific gravity of nylon is 1.14 . Thus nylon will not float in water . The principal physical distinction between the two different nylon materials is the melting point . Nylon 6 has a dry melting point of ...
Page 520
... ropes were almost as high as those of nylon . The polyester double braid rope new dry strengths were higher than those of the nylon rope . The change in wet strength for nylon ropes is irregular . In the OCIMF tests , some 8 strand ropes ...
... ropes were almost as high as those of nylon . The polyester double braid rope new dry strengths were higher than those of the nylon rope . The change in wet strength for nylon ropes is irregular . In the OCIMF tests , some 8 strand ropes ...
Page 522
... rope . Crawford ( 18 ) later reported approximately 600,000 cycles at both 30 % and 35 % load level for a " marine " finish polyester rope . Other Cyclic Load Performance Factors The cyclic load tests discussed above were conducted at ...
... rope . Crawford ( 18 ) later reported approximately 600,000 cycles at both 30 % and 35 % load level for a " marine " finish polyester rope . Other Cyclic Load Performance Factors The cyclic load tests discussed above were conducted at ...
Contents
FLOATING PRODUCTION SYSTEMS | 1 |
OFFSHORE MECHANICS | 23 |
Early Production Systems in the North | 31 |
Copyright | |
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adsorber amplitude analysis angle Arctic Engineering axial bending buoyancy cable calculated coefficient compliant tower components Conference on Offshore curve damage diameter displacement drag coefficient drilling dynamic effect equation equipment fatigue finite element flexible floating production flow function horizontal hydrodynamic installation jacket kips length linear liquid limit load marine mass matrix maximum measured Mechanics and Arctic method mode mode shapes model tests modulus mooring line mooring system motion natural frequency nonlinear obtained Offshore Mechanics Offshore Technology Conference operation parameters performance pile pipe pipe materials pipeline platform pressure production riser random wave ratio response rope rotation RPIT shear shear modulus shear strength shown in Figure simulation soil static stiffness strength stress structure subsea surface syntactic foam tendon turbine uranium vane velocity vertical vessel water depth wave forces wave height wave power weight wellhead wire