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LARGE EDDY SIMULATION OF AN OSCILLATING CYLINDER CLOSE TO A WALL

机译:靠近壁的振荡缸的大涡模拟

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The long term motivation for this work has been to find hydrodynamic coefficients needed to predict vortex induced vibrations (VIV) for free spanning pipelines. For such cases one must expect that the proximity of the seafloor will influence hydrodynamic forces, which means that coefficients found from experiments where wall effects have been eliminated are not necessarily valid.The paper presents results from a three dimensional large eddy simulation of flow over a forced oscillating cylinder close to a plane wall. Hydrodynamic forces are computed at a frequency of 0.425 Hz and Reynolds number of 24 000, and the motion amplitude is half diameter of the cylinder. The minimum gap distance between the cylinder and the wall has been varied from 0.2 to 2.5 D, where D is the diameter of the cylinder. The results show that the hydrodynamic forces on the cylinder are significantly influenced by the gap ratio. The excitation force shows a slight increase when the average gap is decreased from 2.5 to 0.5 D, but further reduction changes the trend so that the coefficient becomes negative for a minimum gap of 0.25 D. Hence, the dynamic lift force will change from being an excitation force to a damping force at this distance for the given flow and motion parameters. A sharp drop in drag force is observed at gap ratio less than 0.3 as the cylinder is still out of the boundary layer on the plane wall. The average lift force is also seen to be influenced by the gap. At a large distance from the wall, the average lift is obviously zero, but an average force that will push the cylinder away from the wall is found for gaps smaller than 0.3 D. Results are also reported for the cross-flow added mass as a function of varying gap. In addition to these results, spectra and time histories for the hydrodynamic forces are presented, and also coefficients for higher order force components. Vortex shedding is observed at the minimum gap ratio of 0.2. Some references to experimental work are made, but verification of these results cannot be obtained without new experiments.
机译:这项工作的长期动机是找到预测自由跨接管道的涡激振动(VIV)所需的流体动力系数。对于这种情况,必须期望海床的接近会影响流体动力,这意味着从消除壁效应的实验中找到的系数不一定有效。 本文介绍了在靠近平面壁的强制振荡圆柱体上流动的三维大涡流模拟结果。计算流体动力的频率为0.425 Hz,雷诺数为24000,运动幅度为圆柱体的一半直径。圆柱体与壁之间的最小间隙距离已在0.2到2.5 D之间变化,其中D是圆柱体的直径。结果表明,气缸上的流体动力受到间隙比的显着影响。当平均间隙从2.5 D减小到0.5 D时,激振力略有增加,但是进一步减小会改变趋势,使得最小间隙0.25 D时系数变为负。因此,动态升力将从对于给定的流量和运动参数,在此距离下将激励力转换为阻尼力。在间隙比小于0.3时,由于圆柱体仍在平面壁上的边界层之外,因此可以看到阻力急剧下降。平均提升力也被认为受到间隙的影响。在距壁很远的地方,平均升力显然为零,​​但是对于小于0.3 D的间隙,发现了将气缸推离壁的平均力。间隙变化的功能。除了这些结果之外,还提供了流体动力的频谱和时间历史,以及高阶力分量的系数。在最小间隙比为0.2时观察到涡旋脱落。对实验工作进行了一些引用,但是如果没有新的实验就无法获得对这些结果的验证。

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