## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 3American Society of Mechanical Engineers, 2001 - Arctic regions |

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Page 343

OP DE " PÕil ( 6 ) il abil of variable function and / or its possible derivatives at all

OP DE " PÕil ( 6 ) il abil of variable function and / or its possible derivatives at all

**nodes**( 4-5 ) . Thus in solving a problem , a discrete fundamental relation can be defined at a point which is not a**node**.Page 360

The discrete equations of equations ( 29 ) and ( 30 ) at a

The discrete equations of equations ( 29 ) and ( 30 ) at a

**node**B on the inter - element boundary can be expressed by uine B = uig , wines = ujs = ū'a * ( 33 ) Bri am . ) Br 9 = The discrete natural transition conditions at the**node**are ...Page 361

Various techniques can be used to calculate the direction cosines of the outward unit normal vector at a

Various techniques can be used to calculate the direction cosines of the outward unit normal vector at a

**node**on the ... In constructing the secant approximation , the positions of two consecutive**nodes**are used to construct the unit ...### What people are saying - Write a review

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### Contents

OMAE2001MAT3010 | 1 |

OMAE2001MAT3011 | 11 |

OMAE2001MAT3013 | 17 |

Copyright | |

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analysis applied assessment bending boundary buckling calculated Charpy compared components compressive considered controlled corrosion crack crack initiation critical CTOD curve cycle defects defined deformation derivatives determined developed direction discrete displacement distribution ductile crack dynamic effect element Engineering equation estimated evaluated experiments factors failure fatigue fatigue cracks field Figure flexible force FPSO fracture toughness function geometry grain growth higher impact increase inspection International joints layer length load material maximum measured mechanical metal method microstructure node notch observed obtained offshore operation parameters performed phase pipe pipeline plastic plate predicted present pressure prestrained problem procedure range region respectively riser shown shows simulated specimens standard steel strain strength stress structures surface Table technique temperature tensile thickness weight weld yield