## 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 65

Then the generalized foundation response coefficient was

to the formulas : c = E mean / h ( 16 ) E mean = = h / S “ i fhi is Ei ( 17 ) means

boundaries . The results of solving the problem for a specific piperun are shown

in ...

Then the generalized foundation response coefficient was

**calculated**accordingto the formulas : c = E mean / h ( 16 ) E mean = = h / S “ i fhi is Ei ( 17 ) means

boundaries . The results of solving the problem for a specific piperun are shown

in ...

Page 67

8 + 6 , - es + şekran + re + ra ) } ( 26 ) d = = 1 i = 1 Ni ( 20 ) The

carried out using FEM program ANSYS v . 5 . 3 . Using the described method ,

limit pressure was

...

8 + 6 , - es + şekran + re + ra ) } ( 26 ) d = = 1 i = 1 Ni ( 20 ) The

**calculation**wascarried out using FEM program ANSYS v . 5 . 3 . Using the described method ,

limit pressure was

**calculated**for the corrosion defects in a pipe located in Central...

Page 268

Comparison between finite element

loose sand ( H / D = 3 ) . Displacement , m . Figure 5a . Load - displacement

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

.

Comparison between finite element

**calculation**and centrifuge model test forloose sand ( H / D = 3 ) . Displacement , m . Figure 5a . Load - displacement

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

**Calculated**H = 10.

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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