Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 18, Part 4American Society of Mechanical Engineers, 1999 - Arctic regions |
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Page 63
If care were taken in the field bending process to reduce or limit ovality , this limit state would not likely be a problem . Ovality may also be reduced by increasing the pipe wall thickness locally as shown in Figure 10.
If care were taken in the field bending process to reduce or limit ovality , this limit state would not likely be a problem . Ovality may also be reduced by increasing the pipe wall thickness locally as shown in Figure 10.
Page 75
If , in addition to the internal pressure , a pipe is also subjected to an axial load , a second reduction factor is ... capacity has been reduced to account for an applied axial force , C , and a is the axial force reduction factor .
If , in addition to the internal pressure , a pipe is also subjected to an axial load , a second reduction factor is ... capacity has been reduced to account for an applied axial force , C , and a is the axial force reduction factor .
Page 96
96 5 ) Application of buoyancy can significantly reduce the required ... These significantly reduced the amount of sediment bulldozed by the jumper but did not make a large alteration to the pulling forces recorded , as seen in Figure ...
96 5 ) Application of buoyancy can significantly reduce the required ... These significantly reduced the amount of sediment bulldozed by the jumper but did not make a large alteration to the pulling forces recorded , as seen in Figure ...
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Contents
PIPELINE RELIABILITY AND LIMIT STATES DESIGN | 1 |
DESIGN OF PIPELINES AND RISERS | 5 |
OMAE99PIPE5019 | 21 |
Copyright | |
22 other sections not shown
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Common terms and phrases
acceptable allowable analysis applied approach ASME assessment associated assumed axial bending branch buckling calculated capacity Conference considered construction Copyright corrosion cost crack defect defined deformation dent depth described determine developed diameter direction displacement distribution effect element Engineering equation factor failure field Figure force fracture function fuzzy given heat increase initial input inspection installation internal internal pressure joint length limit load material maximum measured Mechanics method modes neural networks obtained occur Offshore operating parameters performed pipe pipeline plastic possible predicted presented pressure probability problem range reduce reliability represent respectively risk safety sand shown shows soil specified specimens standard steel strain strength stress structural surface Table Technology temperature valve wall thickness weld yield
Bibliographic information
| Title | Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 18, Part 4 |
| 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, 1999 |
| Original from | the University of Michigan |
| Digitized | 3 Dec 2007 |
| Export Citation | BiBTeX EndNote RefMan |