## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 4American Society of Mechanical Engineers, 2001 - Arctic regions |

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Page 83

( 27 ) Now the problem becomes to find the

inhomogeneous ordinary differential equation with its ... ( 29 ) Experiment Data

The inhomogeneous and conventional exponential

the experimental ...

( 27 ) Now the problem becomes to find the

**solution**of the first order ,inhomogeneous ordinary differential equation with its ... ( 29 ) Experiment Data

The inhomogeneous and conventional exponential

**solutions**are compared tothe experimental ...

Page 86

180 0 Measured data - - - Correlated by exponential

inhomogenous

OROOOO . 100 - 1 . 5 % Correlated T ( °F ) + 3 . 0 % DECURRIC ULTO FILTER

KRISTINE ...

180 0 Measured data - - - Correlated by exponential

**solution**- Correlated byinhomogenous

**solution**Exponential fit Inhomogeneous fit + 1 . 5 % 170OROOOO . 100 - 1 . 5 % Correlated T ( °F ) + 3 . 0 % DECURRIC ULTO FILTER

KRISTINE ...

Page 87

300 0 Measured data - - Correlated by exponential

inhomogeneous

100 + . . . . . 0 = T - T , ( °F ) Correlated T ( °F ) + 5 . 0 % daunatára - - 5 .

300 0 Measured data - - Correlated by exponential

**solution**Correlated byinhomogeneous

**solution**O Exponential fit Inhomogenuous fit + 3 . 0 % - 3 . 6 %100 + . . . . . 0 = T - T , ( °F ) Correlated T ( °F ) + 5 . 0 % daunatára - - 5 .

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### Contents

POLAR AND ARCTIC | 1 |

Analysis of Ice Force Spectra in Physical Experiments | 7 |

Progressive Damage Mechanism for Ductile Failure for Polycrystalline Ice and | 15 |

Copyright | |

16 other sections not shown

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### Common terms and phrases

analysis applied approach Arctic assessment axial bending buckle cable calculated carrier cause coefficient collapse combination compared Conference considered corrosion cost crack damage defect dependent depth detailed determined developed diameter displacement distribution dynamic effect element Engineering equation experimental factor failure field Figure flexible flow flowline fluid force foundation fracture function geometry given grooves heat increase initial inspection installation internal lateral layer length limit liner load material maximum measured Mechanics method observed obtained occur Offshore operation parameters performed phase pipe pipeline position predicted presented pressure production range ratio reduced relation resistance respectively response riser risk sand seabed shown shows simulation soil solution specimens steel strain strength stress structure surface Table temperature tests thermal thickness values wave wrinkle