## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 1-2American Society of Mechanical Engineers, 1991 - Arctic regions |

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Page 127

Therefore , it is very important to evaluate the distribution properties of fatigue life

of offshore structures under various conditions , including fatigue loading , initial

flaw size and its probabilistic property , crack

Therefore , it is very important to evaluate the distribution properties of fatigue life

of offshore structures under various conditions , including fatigue loading , initial

flaw size and its probabilistic property , crack

**growth**behaviors , type of crack ...Page 192

9 shows the ranges ( between the average and the maximum over 10 simulations

) of possible fatigue crack

vertical and a deviated well and a 0. level of 100 MPa . From these graph ...

9 shows the ranges ( between the average and the maximum over 10 simulations

) of possible fatigue crack

**growth**as a function of the initial defect size , for both avertical and a deviated well and a 0. level of 100 MPa . From these graph ...

Page 215

The failure criterion is thereby determined by the crack

member thickness . A fracture mechanics model based on the Paris . Ergodan

law ( 2 ] has been established for a semielliptical crack in an infinite plate

according to ...

The failure criterion is thereby determined by the crack

**growth**through themember thickness . A fracture mechanics model based on the Paris . Ergodan

law ( 2 ] has been established for a semielliptical crack in an infinite plate

according to ...

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### Contents

CONTENTS | 131 |

High Frequency Hydrodynamic Damping of a TLP | 147 |

A Comparison of Results | 153 |

Copyright | |

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### Common terms and phrases

acceleration added amplitude analysis angle applied approach approximately assumed body boundary cable calculated coefficients compared components computed considered constant coordinate corresponding cylinder damping depth determined developed diffraction direction displacement distribution domain drag drift dynamic effect element Engineering equation estimated experimental experiments expressed field Figure floating flow fluid force free surface frequency function given height hydrodynamic included increase integral length lift force linear load mass maximum mean measured Mechanics method mode mooring motion natural nonlinear obtained Offshore operation oscillation period phase pile platform position potential predicted present pressure problem production range ratio relative represents respectively response second-order separation ship shown shows simulation solution stiffness structure surface surge Table Technology tension tests theory values velocity vertical vessel wave