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 27
It is considered that the increase in failure probability at 130 barg is insignificant but that the increase at 135 barg is significant . Calculated probabilities of failure over a 20 - year period are illustrated graphically in Figure ...
It is considered that the increase in failure probability at 130 barg is insignificant but that the increase at 135 barg is significant . Calculated probabilities of failure over a 20 - year period are illustrated graphically in Figure ...
Page 65
The allowable dent depth as a fraction of the pipe outside diameter is 0.9 % , therefore this loading would be considered acceptable . This treatment is relatively crude in addition the long term potential for cracking would also need ...
The allowable dent depth as a fraction of the pipe outside diameter is 0.9 % , therefore this loading would be considered acceptable . This treatment is relatively crude in addition the long term potential for cracking would also need ...
Page 296
Cost Type Variable Low Quality Expected Cost NOK 517,451 High Quality Expected Cost NOK 374,392 Cum Maintenance Unplanned Step 1 - Definition of System The system to be considered is a pipeline . Environmental CUM Ce Ce NOK 232,853 NOK ...
Cost Type Variable Low Quality Expected Cost NOK 517,451 High Quality Expected Cost NOK 374,392 Cum Maintenance Unplanned Step 1 - Definition of System The system to be considered is a pipeline . Environmental CUM Ce Ce NOK 232,853 NOK ...
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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 |