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 405
... compressive loss is very nearly invariant over time . In lieu of instrumented data , the compressive loss can be estimated by use of the following relationship : Where : V = 100 ( P / K ) ( 3 ) V = Percent Change in Volume P ...
... compressive loss is very nearly invariant over time . In lieu of instrumented data , the compressive loss can be estimated by use of the following relationship : Where : V = 100 ( P / K ) ( 3 ) V = Percent Change in Volume P ...
Page 501
... Compressive Stress [ psi ] 1,200 1,000 Hollow Oil Duct , 0.5125 " OD 8 / Copper Keystones , 0.952 " OD , 8.84 " LHL ... Compressive Strain⚫ 10-2 10 12 Fig . 4 Cross - section of power cable test specimen Fig . 6 Oil - filled kraft paper ...
... Compressive Stress [ psi ] 1,200 1,000 Hollow Oil Duct , 0.5125 " OD 8 / Copper Keystones , 0.952 " OD , 8.84 " LHL ... Compressive Strain⚫ 10-2 10 12 Fig . 4 Cross - section of power cable test specimen Fig . 6 Oil - filled kraft paper ...
Page 502
1,200 1,000 800 600 400 200 . O Compressive Stress [ psi ] Load Cycle 0 5 10 15 20 25.5 30 Compressive Strain⚫ 10-2 35 35 40 CONDUCTOR TESTS Since the keystone conductor wires could not be instrumented during the composite cable tests ...
1,200 1,000 800 600 400 200 . O Compressive Stress [ psi ] Load Cycle 0 5 10 15 20 25.5 30 Compressive Strain⚫ 10-2 35 35 40 CONDUCTOR TESTS Since the keystone conductor wires could not be instrumented during the composite cable tests ...
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