## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 9, Part 2American Society of Mechanical Engineers, 1990 - Arctic regions |

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Page 35

1 Illustration of the equivalent block loading concept 2.2 Probability Distribution of

1 Illustration of the equivalent block loading concept 2.2 Probability Distribution of

**Stress**Ranges A probability distribution for**stress**ranges of a broad - banded**stress**process can be obtained from the distribution of peaks if the ...Page 223

The geometric

The geometric

**stress**distribution in the through - thickness direction and around the welded intersection is obtained using parametric equations . The Newman - Raju solutions for**stress**intensity factor are used along with additional ...Page 225

1 ( b )

1 ( b )

**Stress**distribution through the thickness of the plate at the hot - spot . 3.0**STRESS**INTENSITY FACTOR SOLUTIONS For intermediate crack depths a linear interpolation between log ( Yw ) and log ( a / T ) is suggested .### What people are saying - Write a review

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### Contents

OFFSHORE TECHNOLOGY PART | 33 |

Extreme Forces on Large AxiSymmetric Offshore Structures in Directional Seas | 49 |

RELIABILITYBASED DESIGN AND INSPECTION | 55 |

Copyright | |

14 other sections not shown

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### Common terms and phrases

analysis applied approach approximately assessment assumed average basic calculated coefficient component computed considered constant corresponding cost crack growth curve cycles damage defect density depends depth derived described determined developed deviation distribution drag effects Engineering equation equivalent estimated evaluated example expected extreme factor failure failure probability fatigue Figure force fracture frequency function geometry given important included increase indicated initial inspection integration joints limit linear load Lognormal material maximum mean measured mechanics method normal obtained offshore structures operation parameters performed period platform predicted present pressure probabilistic probability procedure random variable range ratio reference relative reliability represent requirements respectively response risk safety sensitivity shown shows significant simulation standard statistical storm strength stress structure surface Table tension tether tubular uncertainty variables variation wave wave height weld