振动条件下平行孔板间流体的作用力实验

Experiment on Fluid Force of Vibrating Parallel Orifice Plate

  • 摘要: 乏燃料贮存格架自由放置在乏燃料水池内,格架格架、格架池壁之间有一定间隙。在地震载荷下,这些间隙中流体的流固耦合作用耗散了结构的能量,保证了格架的结构完整性。根据AP1000和CAP1400系列反应堆型的格架储存腔设计,格架的侧壁有平板或孔板两种方案。对格架进行结构动力学分析时,为了简化流体间隙附加质量的计算,工程上一般将孔板直接简化为平板。这样的方法并不能精确反映出实际的流固耦合效应。为获得格架与格架、格架与池壁间流体的流固耦合特性,搭建实验台架,通过振动实验,测量孔板的间隙流体在不同激振频率、不同间隙条件下的流体作用力。实验最终给出孔板的间隙流体的流体力,并给出了不同间隙条件下附加质量,本文可为AP1000和CAP1400系列乏燃料储存格架的流固耦合参数选取提供依据。

     

    Abstract: Spent fuel storage racks stand freely in the spent fuel pool. There are certain gaps between the wall and rack. Under earthquake, fluid in these gaps dissipates racks’ energy by fluid-structure interaction, which ensures the structural integrity of the racks. According to the different rack storage cell designs of AP1000 and CAP1400, the sidewall of the rack may be flat plate or orifice plate. In structural dynamics analysis of rack, in order to simplify the calculation of added mass fluid gap, the orifice plate will be simplified to flat plate directly. Such approach does not accurately reflect the actual fluid-structure coupling effect. To study the rack-rack and wall-rack fluid-structure interaction effect, several vibration tests were set up, and fluid forces of orifice plate with different gaps and different excitation frequencies were measured. Fluid forces for orifice plate were obtained in the experiment. The added masses of orifice plate were also obtained, which can provide reference for design of AP1000 and CAP1400 series spent fuel rack.

     

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