## 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 39

An

An

**assumption**has been made that the ' coefficient of variation of the yield strength can be taken as COV = 0.04 , corresponding ... A normal distribution of the yield strength Of is**assumed**in the following together with COV = 0.04 .Page 306

**assumed**based on the time that it is expected to take for the existence of a release to be detected . These durations have been**assumed**to be 168 , 48 and 6 hours respectively . It should be noted that these times represent hazard ...Page 309

mm 15.6 where : a = X Table 8 Basic Data and Assumptions A 100m section of rockdump is

mm 15.6 where : a = X Table 8 Basic Data and Assumptions A 100m section of rockdump is

**assumed**to follow directly after each spool . The hit probabilities are calculated for two Probability of flowline or spool hit The probability of ...### What people are saying - Write a review

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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