## 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 223

The geometric stress distribution in the through - thickness direction and around the

The geometric stress distribution in the through - thickness direction and around the

**welded**intersection is obtained using ... corrections to account for**weld**notch stresses and the gradient of geometric stress along the crack length .Page 225

Sm SD an EM DE

Sm SD an EM DE

**weld**toe radius ,**weld**leg length etc. , and also varies along the intersection . Hence accurate determination of Yw is not attempted here . Instead , empirical equations given by Gurney et al . 1979 ) have been used .Page 270

... on F ( x ) 1 e - 218 - viA ( 13 ) αΣ Ο , βΣ Ο Table 1. Basic variables for fracture probability calculations . A stress concentration factor , Mka , for transverse butt

... on F ( x ) 1 e - 218 - viA ( 13 ) αΣ Ο , βΣ Ο Table 1. Basic variables for fracture probability calculations . A stress concentration factor , Mka , for transverse butt

**welds**under membrane loading was applied at the**weld**...### 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 | |

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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