## Proceedings of the 10th International Conference on Offshore Mechanics and Arctic Engineering, 1991: Presented at the 10th International Conference on Offshore Mechanics and Arctic Engineering, Stavanger, Norway, June 23-28, 1991. Materials engineering, Volume 3 |

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Page 487

... growth

... growth

**equation**, da / dN = C ( AK ) Paris crack growth exponents for segment j number of cycles of individual stress range AS , actually occurring probability density function of x increment factor for integration intervals ...Page 489

For a set of stress ranges , the WASR can be calculated as , Flor ( E ( AS ) " ) Sn = ( 1 ) ( Total no . of cycles ) where m is the materials constant in the Paris

For a set of stress ranges , the WASR can be calculated as , Flor ( E ( AS ) " ) Sn = ( 1 ) ( Total no . of cycles ) where m is the materials constant in the Paris

**equation**or the inverse negative slope of a stress - life ( SN ) line .Page 539

This criterion is stated by the following

This criterion is stated by the following

**equation**where fo and t ; denote the distributed body force and the boundary ... j ji where E = 1,2,312 Introducing ( 15 ) into the above**equation**, it can be shown that the set of**equations**...### What people are saying - Write a review

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### Contents

THICKNESS EFFECT | 305 |

OFFSHORE TECHNOLOGY PART | 315 |

Influence of the Welding Procedure on the Ferrite Content and Fracture Toughness of Duplex | 323 |

Copyright | |

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analysis applied assessment attachment axial axial load Basic bending brace calculated carried chord compared comparison composite considered constant crack depth crack growth curve cycles defect dependence determined diameter distribution Energy Engineering equation experimental failure fatigue strength Figure finite element fire force fracture mechanics function geometry given impact improved included increasing indicated initiation integration International layer length limit load material mean measured method obtained offshore offshore structures parameters performance pipe plastic plate plate thickness predictions present pressure problem procedure propagation protection ratio reference respectively root seawater shown shows solutions specimens steel strain stress concentration stress intensity factor stress range structures surface surface crack Table temperature tension thickness effect tubular joints values wall weight weld toe