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Effect of hydrodynamic drag on the stability of a cantilever pipe conveying fluid

机译:流体动力阻力对悬臂管输送流体稳定性的影响

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When studying the stability of a vertically suspended, fully submerged pipe conveying water upwards, researchers found a contradiction between theoretical predictions and experiments. Experiments did not show any instability, while theory predicted instability at small fluid velocities. Recently, searching for a resolution of this contradiction, Paiedoussis et al. postulated a new description of the boundary conditions at the free end of the pipe. With these boundary conditions, the pipe becomes unstable by divergence (stable focus to saddle bifurcation) at a higher fluid velocity, than predicted earlier and than was reached in the experiments so far. Thus, it might seem that the reason for the contradiction has been found. However, in this paper another explanation is given why the experiments should not have shown any instability. This explanation is based on a realistic description of hydrodynamic drag, based on experimental data available in the literature. Using this drag description, it is shown that the pipe becomes unstable by flutter (stable focus to unstable focus bifurcation) at a much higher fluid velocity than predicted by Paiedoussis et al.
机译:在研究垂直悬挂的完全淹没管道的稳定性时,研究人员发现了理论预测和实验之间的矛盾。实验没有显示任何不稳定性,而理论在小的流体速度下预测不稳定。最近,寻找这种矛盾的解决方案,Paiedouss等。假设管道自由端的边界条件的新描述。利用这些边界条件,通过在更高的流体速度下通过发散(稳定焦点到骑马分叉的鞍座分叉)变得不稳定,而不是之前预测的并且到目前为止在实验中达到。因此,似乎已经发现了矛盾的原因。但是,在本文中,给出了为什么实验不应显示任何不稳定性的原因。这种解释基于文献中可用的实验数据的流体动力阻力的现实描述。使用该拖动描述,示出了通过Paiedouss等人预测的更高的流体速度,管道通过颤动(稳定的焦点分叉)不稳定而变得不稳定。

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