## 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

OUP abil of variable function and / or its possible derivatives at all

Thus in solving a problem , a discrete funda - mental relation can be defined at a

point which is not a

OUP abil of variable function and / or its possible derivatives at all

**nodes**( 4 - 5 ) .Thus in solving a problem , a discrete funda - mental relation can be defined at a

point which is not a

**node**. If a point used for defining discrete fundamental ...Page 360

+ = ły ( 31 ) where li are distributed line forces applied on the interelement

boundary . Element - basis DQ Discretization Considering a quadrilateral

element and using DQ , the equilibrium conditions ( 23 ) at a

element e can ...

+ = ły ( 31 ) where li are distributed line forces applied on the interelement

boundary . Element - basis DQ Discretization Considering a quadrilateral

element and using DQ , the equilibrium conditions ( 23 ) at a

**node**( a , b ) in anelement e can ...

Page 361

Various techniques can be used to calculate the direction cosines of the outward

unit normal vector at a

the positions of two consecutive

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 secant ...### What people are saying - Write a review

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### Contents

OMAE2001MAT3010 | 1 |

OMAE2001MAT3011 | 11 |

OMAE2001MAT3013 | 17 |

Copyright | |

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### Common terms and phrases

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 finite element flexible FPSO fracture toughness function geometry grain growth higher impact increase inspection International joints layer length loading 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