## 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 117

0.2 Measured Response Pipe ovalisation , % 0.1 Predicted by Equation 2 1,000 2,000 Bending strain , ME

0.2 Measured Response Pipe ovalisation , % 0.1 Predicted by Equation 2 1,000 2,000 Bending strain , ME

**Figure**8 - Typical Pipe Bending & Ovalisation Response**Figure**6 - Deformed Pipe End , After Test 1 and near centre pipe ovalisation ...Page 180

10000 8000 6000 microStraln -Tangential Radial 4000 2000 0 15 30 20 25 Saddle Thickness ( mm )

10000 8000 6000 microStraln -Tangential Radial 4000 2000 0 15 30 20 25 Saddle Thickness ( mm )

**Figure**2 Effect of saddle thickness on strain at the stub weld toe . 브 Branch Thickness Radial and tangential strains were calculated for ...Page 318

In

In

**Figure**8 the moment capacity surface is seen from the external pressure , compressive longitudinal force side and in ...**Figures**4 to 7 have demonstrated that for single loads , the failure surface agrees well with finite element ...### 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 distribution effect element Engineering equation factor failure field Figure force fracture function fuzzy given heat increase initial input inspection installation internal internal pressure joint 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