Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 11, Part 5American Society of Mechanical Engineers, 1992 - Arctic regions |
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Page 129
7 indicates a cycle of amplitude greater than yz causing both the force level F2 ( and therefore F , and Fs ) to ... The final set of parameters ( i.e. ( 8 ) and ( 10 ) to ( 13 ) with the adjustments indicated in the text ) gives a good ...
7 indicates a cycle of amplitude greater than yz causing both the force level F2 ( and therefore F , and Fs ) to ... The final set of parameters ( i.e. ( 8 ) and ( 10 ) to ( 13 ) with the adjustments indicated in the text ) gives a good ...
Page 208
For specimens F5 and F7 , Table 5 indicates good agreement with the results in which the actual pit geometry was ... In the three specimens described , the Magnetic Flux Leakage Tool had indicated the length , width , average and ...
For specimens F5 and F7 , Table 5 indicates good agreement with the results in which the actual pit geometry was ... In the three specimens described , the Magnetic Flux Leakage Tool had indicated the length , width , average and ...
Page 494
There is an upward trend in the number of corrosion failures , as indicated in Figure 1. This should be viewed in conjunction with the fact that about 60 % of all failures are due to corrosion , as indicated in Figure 2.
There is an upward trend in the number of corrosion failures , as indicated in Figure 1. This should be viewed in conjunction with the fact that about 60 % of all failures are due to corrosion , as indicated in Figure 2.
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Contents
MEASUREMENT AND METERING | 1 |
OFFSHORE PIPELINE TECHNOLOGY | 53 |
CODESSTANDARDS AND REGULATIONS | 75 |
Copyright | |
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actual allowable analysis applied Arctic assessment associated assumed axial bending calculated coefficient considered construction corrosion crack criteria damage defined dependent depth detection determine developed diameter discharge displacement distribution effect element Engineering equation equipment estimated evaluation example factor failure fatigue field Figure flow force fracture frequency function geometry given increase indicated initial installation internal leak length lift force limit load material maximum mean measured Mechanics meter methods obtained occurs offshore operating orifice parameters performed pipe pipeline practice predicted presented pressure probability problem procedure range ratio reduced reference reliability response safety shown shows simulation soil solution span specific standards steel strain strength stress structural Table Technology temperature thickness tube bundle velocity vibration wall weld yield