首页> 外文会议>International conference on structural mechanics in reactor technology;SMiRT-15 >Dynamic Buckling Behavior of Clamed-Free Thin Cylindrical Shells Immersed in Fluid under Seismic Loading
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Dynamic Buckling Behavior of Clamed-Free Thin Cylindrical Shells Immersed in Fluid under Seismic Loading

机译:地震作用下浸没在流体中的无蛤薄圆柱壳的动态屈曲行为

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Since thermal baffles of a fast breeder reactor are clamped-free thin cylindrical shells immersed in fluid, buckling caused by fluid pressure is the most likely type of failure to occur during an earthquake. In order to establish a seismic design method for the thermal baffles, buckling pressures of cylindrical shells, with a radius-to-thickness ratio of 250, were investigated both by shaking-table experiments and by static buckling analyses. It was shown that the dynamic buckling pressures can be predicted by static buckling analyses. It was also found that sub-harmonic vibration occurs under a certain sinusoidal wave excitation and causes a sudden increase in response displacement and that this condition of the subharmonic vibration can be predicted by the elastic stability theory. In addition, a seismic deisgn method for thermal baffles was proposed based on these buckling experiments, static buckling analyses, and dynamic stability analyses.
机译:由于快速增殖反应堆的热障板是浸没在流体中的无夹紧的薄圆柱壳,因此由流体压力引起的屈曲是地震期间最有可能发生的故障类型。为了建立热障板的抗震设计方法,通过振动台试验和静态屈曲分析,研究了半径与厚度之比为250的圆柱壳的屈曲压力。结果表明,可以通过静态屈曲分析来预测动态屈曲压力。还发现在一定正弦波激励下会发生次谐波振动,并引起响应位移的突然增加,并且可以通过弹性稳定性理论预测这种次谐波振动的条件。此外,基于这些屈曲实验,静态屈曲分析和动态稳定性分析,提出了一种用于热障板的地震设计方法。

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