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

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Page 206

Om KA f max Or Local ( notch root ) mean stress Local ( notch root )

distribution function = 1 +.00325 aa 5.0.9 20.5 = 1 +.00325 aB 30 : 940.5 where A

and B ...

Om KA f max Or Local ( notch root ) mean stress Local ( notch root )

**residual****stress**Weld flank angle Standard deviation of the log - normal probabilitydistribution function = 1 +.00325 aa 5.0.9 20.5 = 1 +.00325 aB 30 : 940.5 where A

and B ...

Page 207

The bending factor ( x ) is the ratio of the induced bending stress amplitude to the

total stress amplitude under axial loading conditions .

the

The bending factor ( x ) is the ratio of the induced bending stress amplitude to the

total stress amplitude under axial loading conditions .

**Residual Stress**: Althoughthe

**residual stresses**may vary along the possible crack initiation sites , a ...Page 228

4 ( b ) Idealization of

of a = 1.5mm in Eq.3 . The relaxation of

concentration factor have a similar effect as for the through - thickness

propagation .

4 ( b ) Idealization of

**residual stress**distribution . calculated for a constant valueof a = 1.5mm in Eq.3 . The relaxation of

**residual stresses**and the stressconcentration factor have a similar effect as for the through - thickness

propagation .

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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 | |

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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