## 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 51

Comparison between capacity

Comparison between capacity

**Equation**and FEA The calibrated fit was obtained by minimising the following expression : NIEMI ( PFEM ( 1 ) –Pr ( 1 ) min P. ( 0 ) where N FEM is the total number of FEM analysis results .Page 52

0.8 0.7 0.6 Normalised Capacity -

0.8 0.7 0.6 Normalised Capacity -

**Equation**0.5 0.4 16 0.3 0.2 0.1 0.2 0.4 0.6 0.8 Normalised Capacity -Public available test results The acceptance**equation**is expressed on a a similar form as the NG - 18 ( Maxey et al , 1971 ) and ASME ...Page 239

Considering the harmonic motion , ( 65 ) results in the following

Considering the harmonic motion , ( 65 ) results in the following

**equation**and { P { } = Le Pj j ?. All other condition**equations**of an inclined roller are the same as those of a joint . Considering the harmonic motion , ( 68 ) results ...### 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 | |

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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