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 74
2.0 - EXPERIMENTAL PROGRAM In addition to the internal pressure and axial loads , buried pipelines are usually subjected to stresses that arise from the bending of the pipeline . When ground subsidence causes settlement of a pipeline ...
2.0 - EXPERIMENTAL PROGRAM In addition to the internal pressure and axial loads , buried pipelines are usually subjected to stresses that arise from the bending of the pipeline . When ground subsidence causes settlement of a pipeline ...
Page 75
This is followed by the letter ' P ' and a number , which corresponds to the internal pressure , as previously outlined . A final letter is added to denote whether a circumferential weld was present on the test specimen .
This is followed by the letter ' P ' and a number , which corresponds to the internal pressure , as previously outlined . A final letter is added to denote whether a circumferential weld was present on the test specimen .
Page 80
Further increase of internal pressure resulted in a decrease in peak moment . The global curvatures at the initiation of local buckling increased with increasing internal pressure , indicating the stabilizing effects of the internal ...
Further increase of internal pressure resulted in a decrease in peak moment . The global curvatures at the initiation of local buckling increased with increasing internal pressure , indicating the stabilizing effects of the internal ...
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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 |