## 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 25

The

or a leak . The failure of a corrosion defect leads to the creation of a through wall

defect . If the

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 69

112 ) It can be deduced from equation 1 that Kla is mainly 600 correlated with

crack

two important parameters , Ko X52 and Ka , to describe the crack arrest test ...

112 ) It can be deduced from equation 1 that Kla is mainly 600 correlated with

crack

**length**a and crack mouth opening A X65 • X60 displacement S . There aretwo important parameters , Ko X52 and Ka , to describe the crack arrest test ...

Page 108

References ( 2 ) , ( 3 ) provide general suggestions to find the effective

pipe on soil . It is not necessary to model all the

trial

References ( 2 ) , ( 3 ) provide general suggestions to find the effective

**length**ofpipe on soil . It is not necessary to model all the

**length**of pipe on soil . An initialtrial

**length**is selected . Total soil reaction is compared to the total weight of pipe ...### 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 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