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 54
In figure 8 , results for high safety class , relative corrosion depth measurement , inspection accuracy specified by a standard deviation of 4 % of the thickness and material quality where the supplementary requirements “ U ” are ...
In figure 8 , results for high safety class , relative corrosion depth measurement , inspection accuracy specified by a standard deviation of 4 % of the thickness and material quality where the supplementary requirements “ U ” are ...
Page 55
... relative measuro Inspection accuracy : Stojan ) -10 % 1.0E - 02 Material quality : sup . requirements " U are not specified Target P , 1.0E - 03 Calibration results ; LRFD Safety class : Low Inspection : relative measure Inspection ...
... relative measuro Inspection accuracy : Stojan ) -10 % 1.0E - 02 Material quality : sup . requirements " U are not specified Target P , 1.0E - 03 Calibration results ; LRFD Safety class : Low Inspection : relative measure Inspection ...
Page 321
D2.1 Low Normal High where SMYS = Specified Minimum Yield Strength in longitudinal direction = Average diameter = Wall thickness Table 1 : Load and usage factors . Safety Classes Safety factors Uneven seabed Pressure test Yc Stiff ...
D2.1 Low Normal High where SMYS = Specified Minimum Yield Strength in longitudinal direction = Average diameter = Wall thickness Table 1 : Load and usage factors . Safety Classes Safety factors Uneven seabed Pressure test Yc Stiff ...
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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 |