## 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 model uses simplified parametric formulae to establish the stress distribution

in tubular joints in the thickness direction and around the

The stress intensity factors obtained from classical plate solutions with additional

...

The model uses simplified parametric formulae to establish the stress distribution

in tubular joints in the thickness direction and around the

**welded**intersection .The stress intensity factors obtained from classical plate solutions with additional

...

Page 223

ABSTRACT R S Sg Tw t т stress ratio stress range geometric stress

radius time , brace plate thickness plate thickness in which the crack is located (

also thickness of the chord plate ) time to failure , i.e. fatigue life effective stress ...

ABSTRACT R S Sg Tw t т stress ratio stress range geometric stress

**weld**rootradius time , brace plate thickness plate thickness in which the crack is located (

also thickness of the chord plate ) time to failure , i.e. fatigue life effective stress ...

Page 224

The

empirical equations , developed from 2 - D finite element studies , given by

Burdekin et al . ( 1988 ) : 0.357 K = n 1.206 ( ) ' cept ) 0.111 ( 9 ) 0.353 for ļT < 1

566 K ...

The

**weld**notch stress concentration factors are determined using the followingempirical equations , developed from 2 - D finite element studies , given by

Burdekin et al . ( 1988 ) : 0.357 K = n 1.206 ( ) ' cept ) 0.111 ( 9 ) 0.353 for ļT < 1

566 K ...

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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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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