## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 18, Part 4American Society of Mechanical Engineers, 1999 - Arctic regions |

### From inside the book

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Page 25

The length of a corrosion

or a leak . The failure of a corrosion

The length of a corrosion

**defect**determines whether failure will result in a ruptureor a leak . The failure of a corrosion

**defect**leads to the creation of a through wall**defect**. If the length of the resulting through wall**defect**is greater than a critical ...Page 26

Fatigue Crack Growth of Weld

girth weld

terms of the initial

Fatigue Crack Growth of Weld

**Defects**Experience suggests that the failure ofgirth weld

**defects**by fatigue crack ... to carry out the probabilistic calculations interms of the initial

**defect**depth an by transforming all depths back to time zero ...Page 46

Figure 3 Complex shaped

the following examples . INTERACTING

interacting ...

Figure 3 Complex shaped

**defect**EXAMPLE : ASSESSMENT OF SINGLE**DEFECT**The use of the single**defect**criteria in RP - F101 can be illustrated bythe following examples . INTERACTING

**DEFECTS**Criteria for assessinginteracting ...

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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 effect element Engineering equation factor failure field Figure finite element force fracture function fuzzy given heat increase initial input inspection installation internal internal pressure 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