## 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 34

A new supplementary requirement U has been introduced and provides a test

scheme which will ensure that the specified minimum yield strength is at least two

...

A new supplementary requirement U has been introduced and provides a test

scheme which will ensure that the specified minimum yield strength is at least two

**standard**deviations below the mean value , see Ronold ( 1999 ) . An appendix is...

Page 41

Table 4 Expected number of tests Comparison between DNV and ISO test

schemes Number of Fraction Expected number of tests

test schemes ISO 404 deviations , c 0 QL - I QL - II test scheme 0.0 0.500 3.3 2.6

1.8 0.5 ...

Table 4 Expected number of tests Comparison between DNV and ISO test

schemes Number of Fraction Expected number of tests

**standard**defects , DNVtest schemes ISO 404 deviations , c 0 QL - I QL - II test scheme 0.0 0.500 3.3 2.6

1.8 0.5 ...

Page 45

Since the DNV Pipeline

requirement in DNV'96 , sec . 5 C205 can in this context be regarded equivalent

to the supplementary requirement " U " in Table 1 above . The corresponding ...

Since the DNV Pipeline

**Standard**is not yet published , these specified additionalrequirement in DNV'96 , sec . 5 C205 can in this context be regarded equivalent

to the supplementary requirement " U " in Table 1 above . The corresponding ...

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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