## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 10, Part 5American Society of Mechanical Engineers, 1991 - Arctic regions |

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Page 12

( 32 ) where k is the modulus of the respective elliptic integral and function , § is

the argument , and t , is used to shift in time so that n = 0 at x = 0 and t = 0 , for a

( 32 ) where k is the modulus of the respective elliptic integral and function , § is

the argument , and t , is used to shift in time so that n = 0 at x = 0 and t = 0 , for a

**given**L and H , i.e. , the wave front is always at the upstream boundary at t = 0.Page 107

Damage for a

maximum threshold velocity may be estimated as the point where the solid line

reaches the ...

Damage for a

**given**sea state with significant flow velocity ( amplitude ) Us is**given**as solid lines and increases for increasing sea state intensity . Themaximum threshold velocity may be estimated as the point where the solid line

reaches the ...

Page 197

Constitutive Behavior B. Transverse Loading on Tube Axis If the transverse force

is assumed to act on the axis of the tube the virtual work increment is

Classical , incremental , Jz - type plasticity was used to model the inelastic ...

Constitutive Behavior B. Transverse Loading on Tube Axis If the transverse force

is assumed to act on the axis of the tube the virtual work increment is

**given**byClassical , incremental , Jz - type plasticity was used to model the inelastic ...

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### Contents

Design of the Troll Multiphase Transport System | 1 |

Propagation and Diffraction of Cnoidal Waves | 9 |

Dynamic Stresses and Motions of Offshore Pipelines During Laying | 17 |

Copyright | |

25 other sections not shown

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### Common terms and phrases

analysis applied axial base bending boundary calculated carbon cause coating combined composition considered cooling corrosion crack curve cycle damage defects depth determined developed dew point diameter direction distribution dynamic effect element equation equipment experiments factor failure fatigue field Figure flaws flow force fracture frequency function girth welds given grade hardness heat higher increase installation internal length limit load lower material maximum measured mechanical method monitor obtained offshore operation parameters pass pipe pipeline plate position possible predicted present pressure problem procedure production propagation properties range reduced relative Research shown shows simulation span specified Specimen steel strength stress surface Table Technology temperature tensile tension toughness tube wall thickness wave weld metal welded joint yield