## 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 230

The

The

**stress intensity factors**obtained from classical plate solutions with additional corrections to account for the weld geometry and stress gradient around the brace - chord intersection . The basic Paris ' law for crack growth is ...Page 223

The Newman - Raju solutions for

The Newman - Raju solutions for

**stress intensity factor**are used along with additional corrections to account for weld notch stresses and the gradient of geometric stress along the crack length . The basic Paris law for crack growth is ...Page 225

3.0

3.0

**STRESS INTENSITY FACTOR**SOLUTIONS For intermediate crack depths a linear interpolation between log ( Yw ) and log ... The calculation of**stress intensity factors**for tubular joint cracks is an extremely difficult task owing to the ...### What people are saying - Write a review

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### Contents

HYDRODYNAMIC FORCES | 47 |

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

K S Varyani | 79 |

Copyright | |

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### Common terms and phrases

acting added mass amplitude analysis angle applied array assumed body boundary calculated circular coefficient compared component considered constant corresponding crest cylinder damping defined dependent depth determined direction distribution domain drag drift dynamic effect element 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 ship shown shown in Figure simulation solution spectra spectrum structure surface surge Table theory velocity vertical vessel wave force wave height wind