## 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 61

0/2 x2 g ( x ) In this design scenario a change in

planned . CSA 2662 limits the change in longitudinal

pipe diameter ( min . bend length = 324 x 20 / 1.5 = 4.32 m ) . This restriction

relates to ...

0/2 x2 g ( x ) In this design scenario a change in

**direction**of 20 degrees isplanned . CSA 2662 limits the change in longitudinal

**direction**to 1.5 degrees perpipe diameter ( min . bend length = 324 x 20 / 1.5 = 4.32 m ) . This restriction

relates to ...

Page 244

If the material possesses three mutually perpendicular planes of elastic symmetry

and the principal material symmetry axes are aligned along the coordinate

If the material possesses three mutually perpendicular planes of elastic symmetry

and the principal material symmetry axes are aligned along the coordinate

**directions**( 2 , y , z ) , the material is called orthotropic material and Q45 also ...Page 321

SMYS : D2.1 Low Normal High where SMYS = Specified Minimum Yield Strength

in longitudinal

usage factors . Safety Classes Safety factors Uneven seabed Pressure test Yc ...

SMYS : D2.1 Low Normal High where SMYS = Specified Minimum Yield Strength

in longitudinal

**direction**= Average diameter = Wall thickness Table 1 : Load andusage factors . Safety Classes Safety factors Uneven seabed Pressure test Yc ...

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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