## 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

**equation**( 2 ) is derived from the first term ( del ) of the**equation**of 8 = 8 + -K * ( 1 - ve ) , ( W - a ) rp V , moys E r ( W - a ) + a = + [ 3 ] el into a low stress or high temperature region . Conversely , if K. is higher than Kc ...Page 358

Then the infinitesimals de and dn can be transformed into dx and dy according to the following

Then the infinitesimals de and dn can be transformed into dx and dy according to the following

**equations**, | Jl , n = y , ... nn ( 21 ) Using**equation**( 20 ) , the following second derivatives of the natural coordinates with respect to ...Page 374

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

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

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