## 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 7

An

sabotage or lightning strikes ( although the

the consequences of the failure ) . Third Party Damage Corrosion Seam Weld

Defects ...

An

**increase**in pressure will not**increase**the probability of failures due tosabotage or lightning strikes ( although the

**increase**in pressure may**increase**the consequences of the failure ) . Third Party Damage Corrosion Seam Weld

Defects ...

Page 27

The probability of reaching the Serviceability Limit State by yielding is zero for

internal pressures up to 149 barg and

maximum possible operating pressure of the pipeline if no defects were present ...

The probability of reaching the Serviceability Limit State by yielding is zero for

internal pressures up to 149 barg and

**increases**rapidly at higher pressures . Themaximum possible operating pressure of the pipeline if no defects were present ...

Page 96

For the present set - up the net effect is an

seen that the

in loads : the peak loads for the stiffer jumper are twice as large as the loads ...

For the present set - up the net effect is an

**increase**in the pull - in load . ... It isseen that the

**increased**stiffness does have a marked effect on the required pull -in loads : the peak loads for the stiffer jumper are twice as large as the loads ...

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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