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

### From inside the book

Results 1-3 of 53

Page 169

A PROBABILISTIC ELASTIC - PLASTIC

A PROBABILISTIC ELASTIC - PLASTIC

**FRACTURE**MECHANICS ANALYSIS OF THROUGH - WALL CRACKED TUBULAR MEMBERS R. E. Kurth Science Applications International Corporation Columbus , Ohio F. W. Brust Battelle Columbus Division Columbus ...Page 268

in an offshore structure being exposed to all conditions necessary to initiate brittle

in an offshore structure being exposed to all conditions necessary to initiate brittle

**fracture**. The basic limit state function g ( z ) for brittle**fracture**and plastic collapse failure modes is formulated in terms of a finite set of ...Page 269

2.2.4 Model to Include Crack Front Length Bffects inside a LBZ , the

2.2.4 Model to Include Crack Front Length Bffects inside a LBZ , the

**fracture**toughness of the LBZ is assumed to reflect the**fracture**toughness of the welded joint . If it fails to hit the LBZ , the**fracture**toughness of the surrounding ...### What people are saying - Write a review

We haven't found any reviews in the usual places.

### Contents

Investigation of the Ergodicity Assumption for Sea States in the Reliability Assessment of Offshore | 1 |

OFFSHORE TECHNOLOGY PART | 33 |

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

Copyright | |

15 other sections not shown

### Other editions - View all

### 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