## 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 196

K ' ( 1 – vé ) , F ( W - a ) moys E r ( W - a ) + a -V . [ 3 ] YS into a low stress or high

temperature region . Conversely , if Ka is higher than Kc , the initiated brittle ...

**equation**( 2 ) is derived from the first term ( del ) of the**equation**of d = & d + Spil -K ' ( 1 – vé ) , F ( W - a ) moys E r ( W - a ) + a -V . [ 3 ] YS into a low stress or high

temperature region . Conversely , if Ka is higher than Kc , the initiated brittle ...

Page 358

Then the infinitesimals dę and dn can be transformed into dr and dy according to

the following

second derivatives of the natural coordinates with respect to physical coordinates

can ...

Then the infinitesimals dę and dn can be transformed into dr and dy according to

the following

**equations**| Jl , n = y ,, x ... Using**equation**( 20 ) , the followingsecond derivatives of the natural coordinates with respect to physical coordinates

can ...

Page 374

With the kinematic transition conditions ( 35 ) in mind , then assemble the discrete

governing

by the ...

With the kinematic transition conditions ( 35 ) in mind , then assemble the discrete

governing

**equations**( 34 ) for elements ... The overall discrete governing**equation**system considering kinematic boundary conditions can be expressedby the ...

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### Contents

OMAE2001MAT3010 | 1 |

OMAE2001MAT3011 | 11 |

OMAE2001MAT3013 | 17 |

Copyright | |

45 other sections not shown

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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