## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 9, Part 4American Society of Mechanical Engineers, 1990 - Arctic regions |

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Page 104

However , analysis of creep buckling for floating ice sheets and its applications to the ice design

However , analysis of creep buckling for floating ice sheets and its applications to the ice design

**problem**have seldom been reported in the literature . In this paper , we first describe an analytical procedure that can determine the ...Page 112

Once the phenomena are known the three - dimensional

Once the phenomena are known the three - dimensional

**problem**can be more easily tackled . However , already the solution of the two - dimensional**problem**has significantly contributed to design of icebreaking hull forms at the Wartsila ...Page 114

2.5 The Transformation In order to simplify the numerical solution of the

2.5 The Transformation In order to simplify the numerical solution of the

**problem**, the time - dependent physical region , cut off suitably far from the disturbance , is transformed to a time - independent computational region composed ...### What people are saying - Write a review

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### Contents

OFFSHORE TECHNOLOGY PART | 3 |

ARCTIC STRUCTURES AND OPERATIONS II | 31 |

Arctic and Antarctic Development | 39 |

Copyright | |

11 other sections not shown

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analysis angle applied Arctic assumed average beam behavior boundary calculated compared compressive computed conducted considered constant crack creep crushing deflection density dependent depth described determined direction displacement distribution effect elastic element energy Engineering equation experimental experiments failure field Figure finite floe fluid force foundation fracture freezing frequency function given grain heat horizontal ice sheet iceberg impact included increase indicates initial interaction island layer length load locations material maximum mean measured Mechanics method mode natural numerical observed obtained occur Offshore parameters performed platform predicted present pressure problem range relative reported Research resistance respectively response saline sample shear shown shows Simulated slab soil solution specimens strain rate strength stress structure surface Table temperature tests thickness velocity vertical