## 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

( 2ND ) b where : P = Effects of Material Properties G = Effects of Notch Severity

SA a The fatigue notch

with the variable nature of the weld toe , Lawrence et . al.S have developed the ...

( 2ND ) b where : P = Effects of Material Properties G = Effects of Notch Severity

SA a The fatigue notch

**factor**Kf quantifies the severity of a discontinuity . To copewith the variable nature of the weld toe , Lawrence et . al.S have developed the ...

Page 223

The Newman - Raju solutions for stress intensity

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

modified ...

The Newman - Raju solutions for stress intensity

**factor**are used along withadditional 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

modified ...

Page 225

Hence an accurate determination of Yw is not attempted here . Instead , empirical

equations given by Gurney et al . 1979 ) have been used . For a 45 ' non - load

carrying fillet weld the Yw

Hence an accurate determination of Yw is not attempted here . Instead , empirical

equations given by Gurney et al . 1979 ) have been used . For a 45 ' non - load

carrying fillet weld the Yw

**factor**is given by Yw – 0.7297 ( lv / T ) 0.063 ( a / T ) ...### 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