## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 18, Part 3American Society of Mechanical Engineers, 2000 - Arctic regions |

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Page 22

An equation is proposed for the failure line in the range L , 21

materials with a yield plateau , the failure line presents a vertical step for L , = 1 ,

which gives a minimum value for K , ( L , = 1 )

a ...

An equation is proposed for the failure line in the range L , 21

**given**by : Formaterials with a yield plateau , the failure line presents a vertical step for L , = 1 ,

which gives a minimum value for K , ( L , = 1 )

**given**by : 1 - 1 / 2 min K , L , - 1 ) =a ...

Page 27

Having established To , the fracture toughness at a

thickness and probability level can be obtained from : HAZ The HAZ data set was

derived from the European ACCRIS project which examined the effect of yield ...

Having established To , the fracture toughness at a

**given**temperature , specimenthickness and probability level can be obtained from : HAZ The HAZ data set was

derived from the European ACCRIS project which examined the effect of yield ...

Page 177

The probability of a riser joint failing under a

service life can be obtained by multiplying the probability of the composite joint

failing during the expected duration of the loading by the probability of ...

The probability of a riser joint failing under a

**given**design case during a specifiedservice life can be obtained by multiplying the probability of the composite joint

failing during the expected duration of the loading by the probability of ...

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### Contents

STRUCTURAL INTEGRITY PROCEDURES FOR EUROPE SINTAP | 1 |

I | 7 |

OMAE99MAT2041 | 9 |

Copyright | |

29 other sections not shown

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### Common terms and phrases

addition analysis applications approach ASME assessment axial backing base behavior bending brace Charpy compared components composite condition Conference Copyright crack critical CTOD curve cyclic defects deposition depth determined developed distribution effect element energy Engineering equations evaluated experimental factors failure fatigue ferrite fiber Figure fire flux fracture toughness function geometry given heat input impact improve increase initiation International joints length limit loading lower material matrix maximum mean measured mechanical method microstructure molten obtained Offshore operation parameters performance phase pipe plate pool prediction present pressure procedure production properties range ratio reduced region requirements residual stress risers short shown shows SINTAP specimens speed standard steel strain strength structures surface Table temperature tensile thickness titanium tube underwater values weld metal wire yield