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 192
To overcome this problem , NOVA Corporation of Alberta , set out in November , 1989 , to develop equipment which would remove the soil materials during the backfilling operation , but would leave the sod layer intact .
To overcome this problem , NOVA Corporation of Alberta , set out in November , 1989 , to develop equipment which would remove the soil materials during the backfilling operation , but would leave the sod layer intact .
Page 209
Table 6 - Finite element results using simplified material models . Pipe sample Perfectly plastic material model using Prediction ( % difference ) FS 41 % General plastic instability occurs in the pipe when large deformations result ...
Table 6 - Finite element results using simplified material models . Pipe sample Perfectly plastic material model using Prediction ( % difference ) FS 41 % General plastic instability occurs in the pipe when large deformations result ...
Page 383
Among the applicable linepipe materials , high strength carbon steel ( X65 Grade ) internally clad with Alloy 825 was ... Economic impact of such " exotic ” material may be reduced in future by the use of Roboweld , the automatic ...
Among the applicable linepipe materials , high strength carbon steel ( X65 Grade ) internally clad with Alloy 825 was ... Economic impact of such " exotic ” material may be reduced in future by the use of Roboweld , the automatic ...
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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