## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 3; Volume 7, Part 3American Society of Mechanical Engineers, 1988 - Arctic regions |

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Page 363

This K solution was

This K solution was

**calculated**using the BIGIF computer program ( 4 ) , with the unflawed stress distribution obtained from a finite element analysis and the edge crack influence function given in Reference 5 .Page 364

With this effective equivalent S - N equation , the remaining fatigue crack propagation life can be

With this effective equivalent S - N equation , the remaining fatigue crack propagation life can be

**calculated**in the same manner as the unidirectional load case as discussed in the previous subsection .Page 366

CONCLUSIONS In the previous

CONCLUSIONS In the previous

**calculations**, the threshold stress intensity factor is assumed to be zero . Το see the effect of the threshold stress intensity factor on the**calculated**remaining fatigue life , the life of a cracked tension ...### What people are saying - Write a review

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### Contents

ADVANCED COMPOSITES | 1 |

Optimal Design of Filament Wound Composite Pressure Vessels | 25 |

ADVANCES IN WELDING TECHNOLOGY | 31 |

Copyright | |

34 other sections not shown

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analysis applied areas assessment base bending brittle calculated carbon carried Charpy chord coarse grained compared composition concentration concrete considered cooling corrosion crack tip critical CTOD curve cycles defect depth developed distribution effect element energy Engineering fabrication factor failure fatigue crack ferrite Figure fracture mechanics fracture toughness fusion geometry given hardness heat input higher impact increase indicated initiation length load lower material maximum measured Mechanics method microstructures normal notch observed obtained occur offshore offshore structures parameters performed plate position present pressure problem procedure produced programme properties range reduced region Research respectively sampled shown shows simulated specification specimens steel stiffeners strain strength stress structures surface Table temperature tensile thickness tubular values weld metal welded joints weldments wide yield zone