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 53
Parameters in the modelling of the burst limit state equation Variable Distribution Mean CoV PINT Gumbel 3.0 % D Deterministic Actual Normal Nominal 3.0 % Normal Specified 4.0 % 8.0 % Normal Specified 3.0 % 6.0 % Normal Measured value ...
Parameters in the modelling of the burst limit state equation Variable Distribution Mean CoV PINT Gumbel 3.0 % D Deterministic Actual Normal Nominal 3.0 % Normal Specified 4.0 % 8.0 % Normal Specified 3.0 % 6.0 % Normal Measured value ...
Page 294
20 years of service which can be illustrated by the distribution function shown in figure 1 . ( Nødland , Bai and Damsleth , 1998 ) . This function has been used to describe the expected defect length in the line . h = t - CR.
20 years of service which can be illustrated by the distribution function shown in figure 1 . ( Nødland , Bai and Damsleth , 1998 ) . This function has been used to describe the expected defect length in the line . h = t - CR.
Page 302
is standard normal distribution function . Lack of dependable quantitative data that is currently available on HOE in design and construction of pipeline structures can be compensated for using the following four primary sources of ...
is standard normal distribution function . Lack of dependable quantitative data that is currently available on HOE in design and construction of pipeline structures can be compensated for using the following four primary sources of ...
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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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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 |