## 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 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

1 ( b ) Stress distribution through the thickness of the plate at the hot - spot . a 3.0

1 ( b ) Stress distribution through the thickness of the plate at the hot - spot . a 3.0

**STRESS INTENSITY FACTOR**... Exact analytical solutions do not exist but**stress intensity factors**can be obtained fairly accurately using 3 - D ...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 ...### What people are saying - Write a review

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### Contents

DESIGN METHODS OF STRUCTURES | 10 |

OCEAN WAVES | 11 |

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

Copyright | |

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added amplitude analysis applied array bending body boundary calculated coefficient compared comparison component considered corresponding crest curve cylinder damping defined dependent depth determined developed direction displacement distribution drag dynamic effect element Engineering equation estimated experimental experiments factor field Figure flow forward frequency function given hydrodynamic increase integral interval length lift force linear load mass maximum mean measured method mooring motion natural nonlinear obtained Offshore oscillation parameters period pile plate platform potential predicted present pressure problem range ratio relative respectively response riser ship shown simulation solution spectra spectrum speed stress structure surface surge Table tension theory values velocity vertical vessel vortex wave force wave height wind