## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 11, Part 3American Society of Mechanical Engineers, 1992 - Arctic regions |

### From inside the book

Results 1-3 of 31

Page 38

Theta - 3.0 deg

( І ) Unf - Ln ( 1 - P ) 0.8 P ( FIT ) -1.5 0.6 0.61

) 0.2-2.5 -3.5 0.01 -2.5 -1.5 .5 0 .5 40 29 19 50 40 30 20 10 30 ( a ) Lлсто0 ...

Theta - 3.0 deg

**Probability**of Interaction**Probability**of Fracture 1.01.0 ; Lax - wit Р( І ) Unf - Ln ( 1 - P ) 0.8 P ( FIT ) -1.5 0.6 0.61

**Probability Probability**0.49.4 P ( FIT) 0.2-2.5 -3.5 0.01 -2.5 -1.5 .5 0 .5 40 29 19 50 40 30 20 10 30 ( a ) Lлсто0 ...

Page 39

Individual

) 0.8 0.81 P ( I ) · P ( FI1 ) 0.60.6 + P ( T ) · P ( FIT )

0.2P ( I ) · P ( FIT ) + 50 20 10 50 20 10 39 ( a ) 30 ( a ) Cumulative

Individual

**Probability**of Failure Total**Probability**of Failure 1.01 1.0 P ( ī ) . P ( FIT) 0.8 0.81 P ( I ) · P ( FI1 ) 0.60.6 + P ( T ) · P ( FIT )

**Probability Probability**0.4 0.20.2P ( I ) · P ( FIT ) + 50 20 10 50 20 10 39 ( a ) 30 ( a ) Cumulative

**Probability**of ...Page 388

The

oo value and the external load level ... A better understanding of this behaviour

may be obtained by considering the conditional

The

**probability**of having Og at the bottom thread is shown to depend on both theoo value and the external load level ... A better understanding of this behaviour

may be obtained by considering the conditional

**probability**of having on at the ...### What people are saying - Write a review

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### Contents

ADVANCES IN STEEL AND WELDING | 65 |

Kapadia Y Adonyi J D Defilippi and W F Domis | 73 |

ThroughThickness Properties of TMCP Steels | 81 |

Copyright | |

20 other sections not shown

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### Common terms and phrases

analysis applied assessment axial base base metal bending bolt calculated carried chord combined compared complete composite compression concentration considered constant corrosion crack growth curve cycles damage defects depth determined diameter distribution edge effect elastic elements energy Engineering equations estimate experimental failure fatigue crack Figure fracture function geometry hardness heat higher hydrogen increase initial interaction International limit load material mean measured mechanical method mode observed obtained occur Offshore parameters performed pipe plastic plate predictions present pressure probability problems procedure produced properties range ratio reduced reference region Research shown shows solution specimens steel stiffness strain stress intensity factors structures subjected surface Table technique temperature tensile tension thickness thread toughness tubular joints values weld metal yield strength