## 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 185

... the amplitude obf loading should be considered random variables and i function of random variables . as a ; is the initial crack size which will be considered as random variable . as For a given number N of

... the amplitude obf loading should be considered random variables and i function of random variables . as a ; is the initial crack size which will be considered as random variable . as For a given number N of

**applied**stress cycles .Page 208

SA represents an

SA represents an

**applied**mean stress component . ORIGINS OF THE UNCERTAINTY IN WELDMENT FATIGUE STRENGTH 100 m Engesvik and Moan Non - Load - Carrying Cruciform Weldment , 32 mm , R.0 10 1E + 04 1E.05 1E + 06 1E + 07 1E + 08 1E + 09 ...Page 270

Cumulative distribution : 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

Cumulative distribution : 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

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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