基于声振耦合等效模型的球罐抗震设计

SEISMIC DESIGN OF SPHERICAL TANKS BASED ON THE EQUIVALENT MODEL OF ACOUSTIC-VIBRATION COUPLING

  • 摘要: 大型储液球罐设计中采用基于Housner理论的附加质量法计算精确度欠佳;声振耦合法在抗震计算中需要耗费大量的计算资源。因此本文提出了一种声振耦合等效模型的建立方法,以非能动应急堆芯冷却容器为研究对象,分别建立了声振耦合模型和声振耦合等效模型。在等效模型中对水体域采用三维实体单元建模,通过调整水体域的弹性模量改变模型的低阶模态固有频率,并与声振耦合模型进行比较。通过选取合适的弹性模量进行计算,等效模型的前5阶模态频率与声振耦合模型的最大偏差为1.58%,印证了该等效模型的准确可靠性。最后利用等效模型对球罐进行了抗震分析,证明了该等效模型具有很好的收敛性。

     

    Abstract: In the design of large liquid-storage spherical tanks, the added mass method based on Housner's theory suffers from insufficient accuracy, while the acoustic-structural coupling method requires substantial computational resources for seismic analysis. Therefore, this paper proposed a method for establishing an equivalent acoustic-structural coupling model. Taking the passive emergency core cooling vessel as the research object, both an acoustic-structural coupling model and an equivalent acoustic-structural coupling model were developed. In the equivalent model, the water domain was modeled using solid elements, and the low-order modal natural frequencies of the model were adjusted by modifying the elastic modulus of the water domain. The results were then compared with those of the acoustic-structural coupling model. The maximum deviation in the first five modal frequencies compared to the acoustic-structural coupling model was only 1.58%, confirming the accuracy and reliability of the equivalent model. Finally, the seismic analysis of the spherical tank was conducted using the equivalent model, demonstrating that the equivalent model has good convergence.

     

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