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 173
Thus , if one of these systems has a weld located near a location of maximum stress along the pipeline , and if this weld contains a defect positioned near a point of maximum stress within the pipe cross - section , then this weld may ...
Thus , if one of these systems has a weld located near a location of maximum stress along the pipeline , and if this weld contains a defect positioned near a point of maximum stress within the pipe cross - section , then this weld may ...
Page 595
can be more 5.0 SUMMARY In order to assess the behaviour of girth welds subject to increasing levels of applied strain , it has been shown that improved weld metal properties will be required , that improved non - destructive techniques ...
can be more 5.0 SUMMARY In order to assess the behaviour of girth welds subject to increasing levels of applied strain , it has been shown that improved weld metal properties will be required , that improved non - destructive techniques ...
Page 603
CONCLUSION Toughness of straight seam welds The toughness of seam welds of pipes is shown in Table 6. ... Through thickness CTOD tests ” for various positions in the straight seam weld of the 20 mm - thick pipe were also carried out at ...
CONCLUSION Toughness of straight seam welds The toughness of seam welds of pipes is shown in Table 6. ... Through thickness CTOD tests ” for various positions in the straight seam weld of the 20 mm - thick pipe were also carried out at ...
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Contents
MEASUREMENT AND METERING | 1 |
OFFSHORE PIPELINE TECHNOLOGY | 53 |
CODESSTANDARDS AND REGULATIONS | 75 |
Copyright | |
14 other sections not shown
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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
Bibliographic information
| Title | Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 11, Part 5 |
| Contributors | OMAE Conference Committee, American Society of Mechanical Engineers. Offshore Mechanics and Arctic Engineering Division, American Society of Mechanical Engineers |
| Publisher | American Society of Mechanical Engineers, 1992 |
| Original from | the University of Michigan |
| Digitized | 3 Dec 2007 |
| ISBN | 0791809145, 9780791809143 |
| Export Citation | BiBTeX EndNote RefMan |