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 32
When the first few North Sea fields came on stream the operators had sufficient confidence to dispense with the need for ... The uncomfortable fact was that Early Production Systems often added considerable complication to field ...
When the first few North Sea fields came on stream the operators had sufficient confidence to dispense with the need for ... The uncomfortable fact was that Early Production Systems often added considerable complication to field ...
Page 71
FINITE ELEMENT STUDY OF THE ANOMALOUS BEHAVIOR OF REMOTE FIELD EDDY CURRENTS IN TUBULAR PRODUCTS R. Palanisamy , Senior Research Specialist NDE and Sensor Technology Group The Timken Company Canton , Ohio Remote field zone DETECTOR ...
FINITE ELEMENT STUDY OF THE ANOMALOUS BEHAVIOR OF REMOTE FIELD EDDY CURRENTS IN TUBULAR PRODUCTS R. Palanisamy , Senior Research Specialist NDE and Sensor Technology Group The Timken Company Canton , Ohio Remote field zone DETECTOR ...
Page 72
D. defects in near and remote field regions ) considered in Figs . 5 and 7 are plotted in Figs . 8a and 8b . The difference between defect and defect - free signals are given in Figs . 8c and 8d . TUBE WALL THINNING at measure RFEC ...
D. defects in near and remote field regions ) considered in Figs . 5 and 7 are plotted in Figs . 8a and 8b . The difference between defect and defect - free signals are given in Figs . 8c and 8d . TUBE WALL THINNING at measure RFEC ...
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Contents
OFFSHORE MECHANICS | 23 |
Early Production Systems in the North | 31 |
PIPELINES | 40 |
Copyright | |
38 other sections not shown
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analysis angle applied assumed axial bending cable calculated characteristics clay coefficient components Conference considered core cost curve damage depth determined diameter direction displacement distribution dynamic effect element energy Engineering equation field Figure flow forces frequency function geometry given included increase installation International length limit linear load lower mass material matrix maximum measured Mechanics method mode mooring motion natural normal obtained Offshore operation parameters performance period pile pipe pipeline platform position predicted presented pressure problem production range ratio REFERENCES response riser shear shown shows significant soil static stiffness strength stress structure surface Table Technology tension tower turbine vane vessel void ratio wave weight wire