首页> 外文会议>International conference on structural mechanics in reactor technology >EXPERIMENTAL AND NUMERICAL ANALYSIS OF STACKED SPENT FUEL TRAYS SUBMERGED IN WATER POOL SUBJECTED TO EARTHQUAKE LOADING
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EXPERIMENTAL AND NUMERICAL ANALYSIS OF STACKED SPENT FUEL TRAYS SUBMERGED IN WATER POOL SUBJECTED TO EARTHQUAKE LOADING

机译:地震荷载作用下浸没在水池中的散装燃油盘的实验和数值分析

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The spent fuel bundles received from Pressurized Heavy Water Reactors (PHWRs) are stored under water in spent fuel storage facilities in stacks of 20 to 30 trays. The water depth ranges from 6-7 meters. To ensure the safety it is required that the trays holding the fuel bundles should not topple under Design Basis Earthquake conditions. This may be demonstrated either through experiments or using analysis procedures. Analytical procedures are not well developed accounting the sliding, impact and hydrodynamic effects. Hence initially experiments were performed on full scale two stacks of trays holding dummy fuel bundles submerged in water. Various response parameters such as hydrodynamic pressures, displacements of trays, accelerations of the tank wall were measured. It was noticed that 30 tray stacks could stand safely without toppling under design basis peak acceleration of 2 m/sec~2. Analysis methodology was simplified by carrying it out in three steps. In first step stacks were analyzed without considering hydrodynamic effects. In second step hydrodynamic behavior of water was evaluated considering appropriate boundaries of tank wall and stack. Then in third step analysis of stack was performed using hydrodynamic effects. The results obtained in first and third step was superimposed to get final response and compared with experimental values. It is shown that results compared well with the experiment.
机译:从加压重水反应堆(PHWR)接收的乏燃料束在水下以20至30个托盘的堆叠形式存储在乏燃料存储设施中。水深范围为6-7米。为了确保安全,要求在设计基准地震条件下保持燃料束的托盘不倾倒。这可以通过实验或使用分析程序来证明。分析程序不能很好地解决滑移,冲击和流体动力效应。因此,最初的实验是在两张完整的托盘托盘上进行的,这些托盘容纳着浸没在水中的虚拟燃料束。测量了各种响应参数,例如流体动力压力,托盘的位移,罐壁的加速度。注意到在设计基准峰值加速度为2 m / sec〜2的情况下,可以安全放置30个托盘堆,而不会倾倒。通过分三个步骤进行分析,简化了分析方法。在第一步中,在不考虑流体动力学影响的情况下对烟囱进行了分析。在第二步中,考虑了水箱壁和烟囱的适当边界,对水的水动力行为进行了评估。然后,在第三步中,利用流体动力效应对烟囱进行分析。将第一步和第三步获得的结果叠加起来以获得最终响应,并与实验值进行比较。结果表明,该结果与实验结果相吻合。

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