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 9
GALVANIZED MULTI - STRAND JACKETED UPPER CONNECTION PENDANT 4.48 ° DIA * 100'LG . SPIRAL STRAND JACKETED INTERMEDIATE BUOY SO KIP NET BUOYANCY LOWER CONNECTION PENDANT 4.48 ' DIA . X 100 LG . SPIRAL STRAND INTERMEDIATE WIRE 4,48 ° DIA ...
GALVANIZED MULTI - STRAND JACKETED UPPER CONNECTION PENDANT 4.48 ° DIA * 100'LG . SPIRAL STRAND JACKETED INTERMEDIATE BUOY SO KIP NET BUOYANCY LOWER CONNECTION PENDANT 4.48 ' DIA . X 100 LG . SPIRAL STRAND INTERMEDIATE WIRE 4,48 ° DIA ...
Page 141
REDUCING THE LOCAL STRESSES IN THREADED TETHER CONNECTIONS A. Newport and G. Glinka London Centre for Marine ... local stress occurring in a threaded tether connection is investigated using a previously validated numerical technique .
REDUCING THE LOCAL STRESSES IN THREADED TETHER CONNECTIONS A. Newport and G. Glinka London Centre for Marine ... local stress occurring in a threaded tether connection is investigated using a previously validated numerical technique .
Page 144
The connection is fully described in reference 14 where it is reported as Model 304. ... However , a run - out on the first loaded pin pitch is unusual feature since in most threaded connections the pin thread extends beyond the box ...
The connection is fully described in reference 14 where it is reported as Model 304. ... However , a run - out on the first loaded pin pitch is unusual feature since in most threaded connections the pin thread extends beyond the box ...
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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