## 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 98

A typical plot of the computed stress ranges obtained for a simple - configuration

steel catenary riser based on an ideal catenary ( bending stiffness of riser

ignored ) is shown in

( m ) ...

A typical plot of the computed stress ranges obtained for a simple - configuration

steel catenary riser based on an ideal catenary ( bending stiffness of riser

ignored ) is shown in

**Figure**10 . 0 1000 200 400 600 800 Horizontal Coordinate( m ) ...

Page 268

test for loose sand ( H / D = 3 ) . Displacement , m .

displacement response using finite element analysis : H / D = 3 , D = 1m soil

Calculated H ...

**Figure**2 . Comparison between finite element calculation and centrifuge modeltest for loose sand ( H / D = 3 ) . Displacement , m .

**Figure**5a . Load -displacement response using finite element analysis : H / D = 3 , D = 1m soil

Calculated H ...

Page 295

resistance ) associated to the problem geometry and the constraining of the

analytical surface generated a failure mode very similar to that presented in

established are ...

resistance ) associated to the problem geometry and the constraining of the

analytical surface generated a failure mode very similar to that presented in

**Figure**2 . It means that the geometry , rigidities and boundary conditionsestablished are ...

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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