## 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 7

The failure modes that remained were assessed by Transco using probabilistic methods . and then the

The failure modes that remained were assessed by Transco using probabilistic methods . and then the

**probability**( cf. to the**probability**at the current pressure ) of failure during 20 year operation . - 6 Table 3.Page 27

The crack length is also described by an offset logistic

The crack length is also described by an offset logistic

**probability**density function . ... detailed study of the likely failure modes has been undertaken to illustrate the approach and evaluate the associated**probabilities**of failure .Page 309

Unit m 0 The cone will sweep out an area with 99 % cumulative

Unit m 0 The cone will sweep out an area with 99 % cumulative

**probability**of hit from a dropped object when : X = d . tano ( 5. ) where X = distance from the cone centreline giving 99 % cumulative**probability**of hit d = water depth ...### 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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### 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