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 116
Basic performance low specific gravity rubber materials 2. Basic strength performance of pipe ( for 1/10 and 1/20 scale models ) The test was performed on the basic performance of low specific gravity of a rubber material in accordance ...
Basic performance low specific gravity rubber materials 2. Basic strength performance of pipe ( for 1/10 and 1/20 scale models ) The test was performed on the basic performance of low specific gravity of a rubber material in accordance ...
Page 518
Property Nylon 6 Nylon 6.6 Polyester softening Point 170-180 C 235 C 230-240 C Dry Melt Point 213-219 C 249-254 C 256-260 C 170 C 213 C Wet ( Steam ) Melt Point Glass Transition Point Specific Gravity Polyester Fiber Polyester is a ...
Property Nylon 6 Nylon 6.6 Polyester softening Point 170-180 C 235 C 230-240 C Dry Melt Point 213-219 C 249-254 C 256-260 C 170 C 213 C Wet ( Steam ) Melt Point Glass Transition Point Specific Gravity Polyester Fiber Polyester is a ...
Page 520
Standard " Strength Size 6 , kip 82-93 102-110 66-81 95-105 Size 15 , kip 529 575-672 419-461 575-648 Weight / Length Size 6 , 1b / 100 ft 88-100 90-101 110-124 111-119 Size 15 , 1b / 100 ft 596-625 558-632 773 689-742 Specific Strength ...
Standard " Strength Size 6 , kip 82-93 102-110 66-81 95-105 Size 15 , kip 529 575-672 419-461 575-648 Weight / Length Size 6 , 1b / 100 ft 88-100 90-101 110-124 111-119 Size 15 , 1b / 100 ft 596-625 558-632 773 689-742 Specific Strength ...
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Contents
FLOATING PRODUCTION SYSTEMS | 1 |
OFFSHORE MECHANICS | 23 |
Early Production Systems in the North | 31 |
Copyright | |
34 other sections not shown
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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 unit vane vessel wave weight wire