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
Performance Test of Pipe Materials REFERENCES was The performance test of pipe materials performed on the following two ... As shown in the Table 1 , the specific gravity of the rubber material is 1.0 , its other performances ( strength ...
Performance Test of Pipe Materials REFERENCES was The performance test of pipe materials performed on the following two ... As shown in the Table 1 , the specific gravity of the rubber material is 1.0 , its other performances ( strength ...
Page 404
Table 1 is an approach to rating syntactic foam materials based on the mission to be performed , and is generally ... The absorption rate of a production riser buoyancy system is reduced by " de - rating " its syntactic foam material .
Table 1 is an approach to rating syntactic foam materials based on the mission to be performed , and is generally ... The absorption rate of a production riser buoyancy system is reduced by " de - rating " its syntactic foam material .
Page 498
Geometric and material nonlinearities , and multiple load conditions ( tension , bending , twist , fluid pressure , enforced displacements ) must all be considered in modeling the structural behavior of a power cable .
Geometric and material nonlinearities , and multiple load conditions ( tension , bending , twist , fluid pressure , enforced displacements ) must all be considered in modeling the structural behavior of a power cable .
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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 unit vane vessel wave weight wire