考虑流固耦合效应的快堆堆本体抗震试验模化方法

Scaling Method for Seismic Test of Fast Reactor Vessel Considering Fluid-structure Interaction Effect

  • 摘要: 为准确模拟快堆堆本体中液体晃动对主容器的作用,本文建立了一种考虑流固耦合效应的快堆堆本体抗震试验模化方法,不仅保证加速度相似比严格为1,还保证了流体与结构的质量比与原堆的相同。依照上述试验模化方法,分别设计了与快堆原型比尺为1∶25(大)和1∶50(小)两个缩比试验模型。为验证上述理论方法的有效性,对这两个模型进行了地震动力学数值模拟,并比较了大模型和小模型的模拟结果。比较结果表明,大、小模型的地震动响应参数比值满足推导得到的理论准则,从而通过数值试验方法验证了上述模化方法的有效性。该模化方法可为快堆堆本体抗震试验提供理论依据。

     

    Abstract: In order to simulate the effect of the liquid sloshing of fast reactor on the main container, a scaling method for seismic test of fast reactor vessel considering fluid structure interaction effect was created in this paper. It not only ensures the acceleration similarity ratio is strictly 1, but also ensures the mass ratio of fluid to structure is the same as that of the original reactor. On the basis of the method, two scaled-models with the scale of 1∶25 (large) and 1∶50 (small) for the prototype of fast reactor were designed respectively. In order to verify the validity of the above method, the numerical simulations of the two models were carried out, and the simulation results of the large model and the small model were compared. The comparison results show that the ratio of vibration motion response parameters of the large and small models meets the derived theoretical criteria. The above simulation method is proved to be valid by numerical experiments. This scaling method can provide theoretical basis for seismic test of fast reactor vessel.

     

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