## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 1-2American Society of Mechanical Engineers, 1990 - Arctic regions |

### From inside the book

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Page 206

Reference 5 gives Kt and Kf max values for several weldments . B f max es

ESTIMATES OF WELDMENT FATIGUE STRENGTH BASED ON

Weldments The total ...

Reference 5 gives Kt and Kf max values for several weldments . B f max es

ESTIMATES OF WELDMENT FATIGUE STRENGTH BASED ON

**CRACK****INITIATION**AND EARLY GROWTH Determination of Fatigue Strength forWeldments The total ...

Page 207

Material Properties : To the degree that the Basquin - Morrow equation ( Eq . 1 )

describes the fatigue

cycle region , the material parameters of ( fatigue strength coefficient ) and b ...

Material Properties : To the degree that the Basquin - Morrow equation ( Eq . 1 )

describes the fatigue

**crack initiation**and early growth phenomenon in the highcycle region , the material parameters of ( fatigue strength coefficient ) and b ...

Page 259

Some uncertain factors related with NDT ,

behavior and others , are discussed . A procedure is presented , by which fatigue

failure probability considering the effect of inspection and repair may be obtained

.

Some uncertain factors related with NDT ,

**crack initiation**life , crack growthbehavior and others , are discussed . A procedure is presented , by which fatigue

failure probability considering the effect of inspection and repair may be obtained

.

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### Contents

Simulation of Hurricane Seas in a Multidirectional Wave Basin | 17 |

HYDRODYNAMIC FORCES | 47 |

The Force Coefficients on Inclined Cylinder in Random Wave and Current | 57 |

Copyright | |

45 other sections not shown

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### Common terms and phrases

acting added mass amplitude analysis applied array assumed body boundary calculated circular coefficient compared comparison component considered constant corresponding crest cylinder damping defined dependent depth determined direction distribution domain drag drift dynamic effect element elevation Engineering equation estimated experimental experiments expressed Figure flow fluid forward speed frequency function given heave horizontal hydrodynamic increase integral irregular length lift force linear load maximum mean measured method mooring motion nonlinear obtained Offshore oscillation parameters period phase pile plate potential predicted present pressure problem radiation range ratio reference regular waves relative respectively response riser second-order ship shown shown in Fig simulation solution spectra spectrum structure surface surge Table theory velocity vertical vessel wave force wave height wind