Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 18, Part 3American Society of Mechanical Engineers, 2000 - Arctic regions |
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Page 333
... vector AUo , n + 1 can be predicted by this quasi - Newton method . -1 Using Sherman and Morrison's matrix inversion formula , ( Kn ) can be directly updated without decomposing Ko " . This can improve the numerical efficience ...
... vector AUo , n + 1 can be predicted by this quasi - Newton method . -1 Using Sherman and Morrison's matrix inversion formula , ( Kn ) can be directly updated without decomposing Ko " . This can improve the numerical efficience ...
Page 335
... vector and parallel implementation . In applying this iterative procedure to solve a generic equation system , the amplification of longer period errors can be prevented by the introduction of a GSR correc- tion which contributes to ...
... vector and parallel implementation . In applying this iterative procedure to solve a generic equation system , the amplification of longer period errors can be prevented by the introduction of a GSR correc- tion which contributes to ...
Page 336
... vector obtained by subtracting the internal force vec- tor updated at end of iteration step n from the force vector due to body force and traction force . The damping can also be the Rayleigh or proportional damping with the damping ma ...
... vector obtained by subtracting the internal force vec- tor updated at end of iteration step n from the force vector due to body force and traction force . The damping can also be the Rayleigh or proportional damping with the damping ma ...
Contents
STRUCTURAL INTEGRITY PROCEDURES FOR EUROPE SINTAP | 1 |
OMAE99MAT2041 | 9 |
Development of the SINTAP Failure Assessment Diagrams for Compatibility With | 19 |
Copyright | |
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addition analysis applications approach ASME assessment base behavior bending CGHAZ Charpy compared component composite condition Conference Copyright crack critical CTOD curve defects deposition depth determined developed distribution dynamic effect element energy Engineering equations equivalent evaluated factors failure fatigue ferrite Figure fire fracture toughness function geometry given hardness heat input impact important improve increase initiation International joints length limit loading lower material matrix maximum mean measured mechanical method microstructure molten observed obtained offshore operating parameters performance phase pipe plate prediction present pressure procedure production properties protection range ratio reduced region requirements residual stress respectively risers safety ship shown shows specimens standards steel strain strength structures surface Table temperature tensile thickness values weld metal welded joints wire yield