## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 11, Part 4American Society of Mechanical Engineers, 1992 - Arctic regions |

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Page 198

Abdelnour has compared his test data with an elastic

by him ( 1 ) . E - MEI ( Fpi · Fmi ) / Fmil ? } / N ( 7 ) ( 7 ) Kamesaki and Yoshimura

Test Data where Fmi - Measured force Fpi - Predicted force N - Number of data ...

Abdelnour has compared his test data with an elastic

**analysis**model proposedby him ( 1 ) . E - MEI ( Fpi · Fmi ) / Fmil ? } / N ( 7 ) ( 7 ) Kamesaki and Yoshimura

Test Data where Fmi - Measured force Fpi - Predicted force N - Number of data ...

Page 200

72 Standard Deviation of Force Ratios COMPARISON OF CALCULATED

MAXIMUM FORCES . . 41 . 33 Rectangular Ridge : Elastic

Failure Load ) - 57 . 9x103 kips Plastic

kips Ride ...

72 Standard Deviation of Force Ratios COMPARISON OF CALCULATED

MAXIMUM FORCES . . 41 . 33 Rectangular Ridge : Elastic

**Analysis**( RidgeFailure Load ) - 57 . 9x103 kips Plastic

**Analysis**( Ridge Failure Load ) - 135x103kips Ride ...

Page 297

In such

behaviour is important , as suggested by the ... INTRODUCTION The paper

describes a numerical

In such

**analyses**, however , the importance of an appropriate model for the icebehaviour is important , as suggested by the ... INTRODUCTION The paper

describes a numerical

**analysis**of ice sheet indentation problems and the results .### What people are saying - Write a review

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### Contents

ICEENVIRONMENT STATISTICS | 1 |

Probabilistic Modeling of Material Strength CodesStandards and Regulations | 21 |

ARCTIC OPERATIONS AND STRUCTURES | 27 |

Copyright | |

19 other sections not shown

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### Common terms and phrases

analysis angle approximately Arctic average calculated Canada coefficient cold comparison compression conducted constant cover crack creep curves density dependence depth determined developed direction displacement distribution drag effect element Engineering equation experimental experiments failure field Figure floe flow force fracture frequency friction function given grain heat horizontal ice load ice sheet increase indicated initial International Laboratory length limited load material maximum mean measured Mechanics method mode movement normal observed obtained Offshore operation panels parameters performed period pile plates plotted predict present pressure problem range ratio Regions relative Research resistance response ridge rubble salinity samples scale sea ice shear shown shows snow soil solution specimens spray strain strength stress structure surface survey Table temperature tests thermal thickness toughness values vertical volume wall