超临界Re数下拉索顺风向自激力特性研究
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湖南大学土木工程学院

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国家自然科学基金(编号51278191)


Characteristics of along-wind self-excited forces of cables under super-critical Re number
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College of Civil Engineering,Hunan University

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    摘要:

    为获得极端风速下拉索顺风向振动自激力特性,推导了拉索与顺风向阻尼相关的颤振导数准定常解析值。为保证数值模拟的质量,基于固定拉索CFD计算的网格尺度无关性检查,确定了振动拉索数值模拟的合理参数和气动力系数。开展了Re=5.18×105折算风速从53~1050范围内拉索顺风向强迫振动数值模拟和拉索颤振导数P*1识别,研究结果与准定常解析值的良好一致性,说明了本文方法的合理性,表明能采用准定常解析值来确定拉索超高折算风速下的颤振导数P*1。研究同时表明,在超高折算风速和拉索横风向振动情况下,拉索涡脱力显著主导气动力,拉索振动不改变拉索的漩涡脱落频率,因此拉索自激气动力可忽略,风荷载只需考虑涡脱力。

    Abstract:

    In order to obtain characteristics of along-wind self-excited forces of cables under extreme wind speeds, the flutter derivative with respect to along-wind damping of cable is derived according to the quasi-steady theory. Based on grid independency check for a fixed cable, suitable parameters and aerodynamic coefficients are determined as to insure quality of CFD simulation. For reduced wind speeds ranged from 53~1050, the flow fields around the along-wind forced vibration cable are simulated at Reynolds number of 5.18×105, as to identify flutter derivatives of P*1. The present results are in good agreement with values from the quasi-steady theory, which demonstrates the suitability of the present method. It also indicates that the flutter derivative of P*1 under extreme wind speeds can be determined through the quasi-steady theory. It is also found that under super high along-wind condition, the vortex-shedding forces dominate the total aerodynamic forces, and the forced vibration mode do not change the inherent vortex shedding frequency. It is recommended that the self-excited forces on cables are negligible under extremely high along wind action, and only vortex-shedding forces can be considered.

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引用本文

祝志文.超临界Re数下拉索顺风向自激力特性研究[J].振动工程学报,2014,27(3).[ZHU Zhi-wen. Characteristics of along-wind self-excited forces of cables under super-critical Re number[J]. Journal of Vibration Engineering,2014,27(3).]

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  • 收稿日期:2012-07-09
  • 最后修改日期:2014-06-11
  • 录用日期:2014-04-08
  • 在线发布日期: 2014-09-11
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