## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 18, Part 5American Society of Mechanical Engineers, 1999 - Arctic regions |

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Page 191

( Eq . 4 ) ६ sina + ucosa cosa usina ( Eq . 2 ) where F ; is the resolution factor for a sloping

( Eq . 4 ) ६ sina + ucosa cosa usina ( Eq . 2 ) where F ; is the resolution factor for a sloping

**plane**, E , as defined in Equation 2 ; Lc is the total length of the circumferential crack ; W is the total weight of ride - up ice ...Page 192

Furthermore , while the equations for Lc and Ww are derived considering a sloping

Furthermore , while the equations for Lc and Ww are derived considering a sloping

**plane**, their application to conical structures omits of the 3 - D nature of ice load distribution caused by the cone's curvature .Page 226

The notation E ' is introduced to treat both

The notation E ' is introduced to treat both

**plane**stress and**plane**strain : E ' equals E for**plane**stress and E / ( 1 – v2 ) for**plane**strain , with with B equal to unity in the latter case . I equals h3 / 12 .### What people are saying - Write a review

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### Contents

OMAE99PA1135 | 19 |

OMAE99PA1141 | 39 |

PROPELLERICE INTERACTION | 53 |

Copyright | |

24 other sections not shown

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