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VIV EXCITATION AND DAMPING OF STRAKED RISERS

机译:活泼兴奋和阻尼的上升

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It is expected that future deep sea risers will in many cases have to be fitted with VIV suppression devices, for instance strakes. Typically, there will be strakes on the upper parts of the risers, where a high surface current might otherwise induce unacceptable vibrations and fatigue stresses. Further down, strakes may be unnecessary due to lower current. As explained in the introductory part of the paper, the optimum design of strakes for such risers requires detailed input data on the two-dimensional lift coefficient as a function of amplitude and reduced velocity. Such systematic lift coefficient data are available in the literature for smooth cylinders, but not for cylinders fitted with strakes of different geometries. The main purpose of the paper is to present experimental data on the lift coefficient of risers fitted with strakes of different heights. The data were produced in a test program recently conducted at MARINTEK/NTNU. The tests were done in a pendulum-type test set-up in a towing tank. The pendulum was kept constrained until the towing carriage had reached its stationary speed. Then the pendulum was released. From the rate of amplitude increase during the transient the lift coefficient was determined for the full range of amplitudes up to the eqilibrium state of oscillation. For amplitudes above the equilibrium the negative lift coefficient (damping) was measured in the same manner by starting the pendulum from an amplitude far above the equilibrium. Models with strake heights of 0, 2.5, 5, 10, and 15 percent of the diameter were tested. Each of them was tested at many different speeds. The results are presented in the paper in the form of lift coefficients as functions of amplitude, reduced velocity, and height of the strakes. Amplitudes up to a level where the lift coefficient is well into its negative (damping) range are included. The paper is based on a siv.ing thesis at the Norwegian University of Science and technology (NTNU), Ref. 4.
机译:预计在许多情况下,未来的深海上升水管将必须配备VIV抑制装置,例如,ake石。通常,立管的上部会出现划痕,否则高表面电流可能会引起不可接受的振动和疲劳应力。再往下,由于电流较低,可能不需要走线。如本文引言部分所述,针对此类立管的滑道的最佳设计需要二维提升系数作为振幅和降低的速度的函数的详细输入数据。这种系统的升力系数数据可从光滑气缸的文献中获得,但不适用于装有不同几何形状的风门的气缸。本文的主要目的是提供有关装有不同高度的台阶的立管升力系数的实验数据。数据是在最近在MARINTEK / NTNU进行的测试程序中产生的。测试是在拖曳箱中以摆式测试装置进行的。摆一直处于约束状态,直到牵引车达到其固定速度为止。然后摆被释放。从瞬变期间的振幅增加速率,可以确定整个振幅范围内直至振动平衡状态的升力系数。对于高于平衡的振幅,以相同的方式通过从远远高于平衡的振幅开始摆来测量负升力系数(阻尼)。测试了行程高度分别为直径的0%,2.5%,5%,10%和15%的模型。他们每个人都以许多不同的速度进行了测试。结果以升力系数的形式作为振幅,降低的速度和板条高度的函数呈现在论文中。包括直至升力系数很好地处于其负(阻尼)范围内的幅度。该论文基于挪威科学技术大学(NTNU)的参考论文。 4。

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