## 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 27

However , the following conversion factors are presented for the benefit of the

international reader : K ( t ) shear modulus , psi (

constants , psi (

constant , psi ...

However , the following conversion factors are presented for the benefit of the

international reader : K ( t ) shear modulus , psi (

**Equation**2 only ) positiveconstants , psi (

**Equation**2 only ) ice thickness , in . Kof { T } proportionalityconstant , psi ...

Page 391

Dividing the components of the quotient of ( 2 ) by A , letting t * = Al / d , and

setting B = yult ,

NORMALIZED DISPLACEMENT ( y ) when Y = žYult . The parameter t * is the

time ...

Dividing the components of the quotient of ( 2 ) by A , letting t * = Al / d , and

setting B = yult ,

**equation**( 2 ) may be written as : ( 3 ) Y ( t ) = Yult € : 1 + remajaNORMALIZED DISPLACEMENT ( y ) when Y = žYult . The parameter t * is the

time ...

Page 417

FINITE ELEMENT FORMULATION Now we focus on

following an identical line of reasoning , it may be cast into : First , we focus on

the heat transfer quantified by

Next , we ...

FINITE ELEMENT FORMULATION Now we focus on

**equation**2 , and byfollowing an identical line of reasoning , it may be cast into : First , we focus on

the heat transfer quantified by

**equation**1 . We discretize the domain of interest .Next , we ...

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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