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 346
The kinematic transition conditions are the continuities of transverse
displacement and bending rotation . Let I = x2 , 5 + 1 denote the inter - element
boundary of two adjacent elements i and i + 1 . The discrete kinematic transition
conditions are ...
The kinematic transition conditions are the continuities of transverse
displacement and bending rotation . Let I = x2 , 5 + 1 denote the inter - element
boundary of two adjacent elements i and i + 1 . The discrete kinematic transition
conditions are ...
Page 348
The dynamic equilibrium conditions of elastic restoring and inertia forces at the
inter - element boundary or natural boundary also have to be satisfied . Each
dynamic equilibrium condition is either a natural transition condition or a natural ...
The dynamic equilibrium conditions of elastic restoring and inertia forces at the
inter - element boundary or natural boundary also have to be satisfied . Each
dynamic equilibrium condition is either a natural transition condition or a natural ...
Page 361
In addition , the transition conditions can easily be set up by designing the grids
of the two adjacent elements in such a way that both elements have the same
numbers of nodes on the inter - element boundary no matter what the orders of ...
In addition , the transition conditions can easily be set up by designing the grids
of the two adjacent elements in such a way that both elements have the same
numbers of nodes on the inter - element boundary no matter what the orders of ...
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Contents
OMAE2001MAT3010 | 1 |
OMAE2001MAT3011 | 11 |
OMAE2001MAT3013 | 17 |
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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 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