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Hydrodynamic loading and response of offshore risers

机译:海上立管的流体动力载荷和响应

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摘要

A prediction model for the response of offshore risers which couples the dynamic solutions regarding the two planes of vibration of the structure is proposed. This model accounts for the hydroelastic interactions which take place between the structure and the fluid when the riser oscillates under a shear/oscillatory flow. A conventional approach for the fluid/structure interaction throughout the riser is adopted by considering a finite-element structural model and a hydrodynamic loading model. The hydrodynamic model considers the attenuation experienced by modal waves when they travel along the riser and the way it addresses the multi-mode problem represents a novelty in this research field. The results based on this methodllogy for an offshore riser under realistic flow conditions seem to be very promising. Sensitivity analyses on some flow parameters confirmed the consistency of the reults in physical and mathematical terms. In addition, the way the vortex-induced forces and the fluid damping in the transverse direction are addressed also represents a novelty.
机译:提出了一种针对海上立管响应的预测模型,该模型将关于结构振动两个平面的动态解耦合。该模型解释了当立管在剪切/振荡流作用下发生振荡时,结构与流体之间发生的水弹相互作用。考虑到有限元结构模型和流体动力载荷模型,采用了一种用于整个立管中流体/结构相互作用的常规方法。流体动力学模型考虑了模态波沿立管传播时所经历的衰减,并且它解决多模态问题的方式在该研究领域中是一种新颖的事物。基于这种方法学的实际流量条件下的海上立管的结果似乎是非常有希望的。对某些流量参数的敏感性分析证实了结果在物理和数学上的一致性。另外,解决沿横向方向的涡流感应力和流体阻尼的方法也代表了新颖性。

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