## 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 86

The pressure cycle after the dent application provides the data required to

develop a transfer function between line pressure states and the pipe wall

distribution . € >个* Remove indentor for unconstrained dent Max . Pressure

Internal ...

The pressure cycle after the dent application provides the data required to

develop a transfer function between line pressure states and the pipe wall

**stress**distribution . € >个* Remove indentor for unconstrained dent Max . Pressure

Internal ...

Page 314

For the combination of pressure , longitudinal force and bending the

at failure will be an interaction between longitudinal and hoop stresses . In

accordance with among others DNV ( 1995 ) classification notes for buckling

strength ...

For the combination of pressure , longitudinal force and bending the

**stress**levelat failure will be an interaction between longitudinal and hoop stresses . In

accordance with among others DNV ( 1995 ) classification notes for buckling

strength ...

Page 315

Ocomp is now defined as the limit longitudinal compressive

wall and thereby equal to o , as determined above with the negative sign before

the square root . The limit tensile

Ocomp is now defined as the limit longitudinal compressive

**stress**in the pipewall and thereby equal to o , as determined above with the negative sign before

the square root . The limit tensile

**stress**Ovens is accordingly equal to o with the ...### 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