首页> 外文会议>International conference on structural mechanics in reactor technology >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:在地震载荷下浸入流体中的无透明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:由于快速饲养反应器的热挡板是浸入流体中的夹紧的薄圆柱形壳,因此由流体压力引起的屈曲是在地震期间发生的最可能发生的故障类型。为了建立热挡板的地震设计方法,通过振动台实验和通过静电屈曲分析来研究圆柱形壳的圆柱形壳的屈曲压力,圆柱形壳体为250的比例。结果表明,通过静态屈曲分析可以预测动态屈曲压力。还发现副谐波振动在某个正弦波激发下发生,并且导致响应位移突然增加,并且可以通过弹性稳定性理论预测次谐振振动的这种情况。此外,基于这些屈曲实验,静态屈曲分析和动态稳定性分析,提出了一种热挡板的地震Deisgn方法。

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