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 105
Ev de 2 de , on = Stress deviator tensor = Wall thickness of pipe = Increment in thermal loading Temperature differential between installation and operating = Coefficient of thermal expansion = Vertical movement of overbend Strain ...
Ev de 2 de , on = Stress deviator tensor = Wall thickness of pipe = Increment in thermal loading Temperature differential between installation and operating = Coefficient of thermal expansion = Vertical movement of overbend Strain ...
Page 223
8 i Strain gauge 5 b ) full plastic 150 150 d ) failure in corroded region c ) yield opposite corroded region PRESSURE ( bar ) 100 100 - a ) yield in corroded region - 0.1 % И. 50 50 Strain gauge 3 Strain gauge 5 Strain gauge 7 Strain ...
8 i Strain gauge 5 b ) full plastic 150 150 d ) failure in corroded region c ) yield opposite corroded region PRESSURE ( bar ) 100 100 - a ) yield in corroded region - 0.1 % И. 50 50 Strain gauge 3 Strain gauge 5 Strain gauge 7 Strain ...
Page 544
In December of 1980 , a section of the pipeline was excavated near the slope crest , as a result of the monitoring , to relieve suspected strains in the line . This work included attaching strain gauges to the pipe and backfilling the ...
In December of 1980 , a section of the pipeline was excavated near the slope crest , as a result of the monitoring , to relieve suspected strains in the line . This work included attaching strain gauges to the pipe and backfilling the ...
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Contents
MEASUREMENT AND METERING | 1 |
OFFSHORE PIPELINE TECHNOLOGY | 53 |
CODESSTANDARDS AND REGULATIONS | 75 |
Copyright | |
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Common terms and phrases
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