## 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

Results 1-3 of 54

Page 24

Ultimate tensile strength is significantly above

to construct the pipeline and therefore bursting will occur at a higher pressure

than that at which the SLS is reached by

...

Ultimate tensile strength is significantly above

**yield**strength for the material usedto construct the pipeline and therefore bursting will occur at a higher pressure

than that at which the SLS is reached by

**yielding**The probability density function...

Page 38

... 3 new confirmatory tests are carried out , and the lot is accepted if none of the

three new tested pipes is defect . ( ii ) Two confirmatory tests

OR < SMYS , and one test

... 3 new confirmatory tests are carried out , and the lot is accepted if none of the

three new tested pipes is defect . ( ii ) Two confirmatory tests

**yield**defect pipes ,OR < SMYS , and one test

**yields**Op > SMYS . The probability of Prospect ( ii ) is ...Page 39

( iv ) All three confirmatory tests

probability of Prospect ( iv ) is a - n PC ( 11 ) a - n + 1 - i When Prospect ( iv )

occurs , no further testing is required , and the lot is accepted . The probability of ...

( iv ) All three confirmatory tests

**yield**Op > SMYS ; i.e. , no pipes are defect . Theprobability of Prospect ( iv ) is a - n PC ( 11 ) a - n + 1 - i When Prospect ( iv )

occurs , no further testing is required , and the lot is accepted . The probability 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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### 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