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 163
At high operating temperatures , buried pipelines can push through the soil at bends and buckle catastrophically . ... Pipe diameter and prestressing temperature both have a significant impact on the kind of heating equipment that is ...
At high operating temperatures , buried pipelines can push through the soil at bends and buckle catastrophically . ... Pipe diameter and prestressing temperature both have a significant impact on the kind of heating equipment that is ...
Page 164
The longitudinal compressive stress induced by an increase in temperature is given by : Figure 1 shows that for temperature differentials up to 57 C a hoop stress factor of 72 percent is adequate to keep the combined stress below 90 ...
The longitudinal compressive stress induced by an increase in temperature is given by : Figure 1 shows that for temperature differentials up to 57 C a hoop stress factor of 72 percent is adequate to keep the combined stress below 90 ...
Page 577
а on Mean annual pipe temperatures Mean annual pipe temperatures , calculated from the 5 sensors strapped to the pipe at the ... Typically , 5 temperature strapped to the outside of the pipe , 3 temperature cables are located on - ROW ...
а on Mean annual pipe temperatures Mean annual pipe temperatures , calculated from the 5 sensors strapped to the pipe at the ... Typically , 5 temperature strapped to the outside of the pipe , 3 temperature cables are located on - ROW ...
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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