## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 3American Society of Mechanical Engineers, 2001 - Arctic regions |

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Page 182

be applied to predict the failure probability P , by letting P = P2 since the lowest

regression on the distribution parameters of critical CTOD value at five

be applied to predict the failure probability P , by letting P = P2 since the lowest

**temperature**of sea water changes within a small range . n ( 7 ) numeralregression on the distribution parameters of critical CTOD value at five

**temperatures**, it ...Page 385

Axial stress level The total axial stress acting in the pressure barrier is assumed

to come from the following sources : 10 ° C drop of

number of

Axial stress level The total axial stress acting in the pressure barrier is assumed

to come from the following sources : 10 ° C drop of

**temperature**. To predict thenumber of

**temperature**drops pr year to give the basis for the lifetime calculation ...Page 401

A control study was conducted to verify that DSC could detect the annealing

effects of PA11 at different

correlation between the annealing

...

A control study was conducted to verify that DSC could detect the annealing

effects of PA11 at different

**temperatures**. ... As shown Figure 4 , there is goodcorrelation between the annealing

**temperature**and the onset**temperature**of the...

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### Contents

OMAE2001MAT3010 | 1 |

OMAE2001MAT3011 | 11 |

OMAE2001MAT3013 | 17 |

Copyright | |

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### Common terms and phrases

analysis applied assessment bending boundary buckling calculated Charpy compared components compressive considered controlled corrosion crack crack initiation critical CTOD curve cycle defects defined deformation derivatives determined developed direction discrete displacement distribution ductile crack dynamic effect element Engineering equation estimated evaluated experiments factors failure fatigue fatigue cracks field Figure finite element flexible FPSO fracture toughness function geometry grain growth higher impact increase inspection International joints layer length loading material maximum measured mechanical metal method microstructure node notch observed obtained offshore operation parameters performed phase pipe pipeline plastic plate predicted present pressure prestrained problem procedure range region respectively riser shown shows simulated specimens standard steel strain strength stress structures surface Table technique temperature tensile thickness weight weld yield