## 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 88

A comparison of the experimental and calculated dent dimensions are tabulated below in inches and as a percentage of the

A comparison of the experimental and calculated dent dimensions are tabulated below in inches and as a percentage of the

**initial**pipe diameter . Table 2 : Dent Depth Comparison Time Step API Trial FTL Model After**Initial**Indentation ...Page 288

There are several different methods of estimating cost in this way , these include : engineering judgement , analogy and parametric method ( see Fabrycky and Blanchard , 1991 ) ( 9 ) Define the

There are several different methods of estimating cost in this way , these include : engineering judgement , analogy and parametric method ( see Fabrycky and Blanchard , 1991 ) ( 9 ) Define the

**initial**costs of construction ( C. ) as a ...Page 296

**Initial**Cost The**initial**cost of the low quality pipeline is assumed to be NOK6,500 per tonne , from this a total cost for the pipeline can be calculated , it is assumed that the high quality pipeline will cost 5 ...### 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