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STRENGTH LIMIT OF THIMBLE TUBE WITH MATERIAL PLASTICITY UNDER BENDING MOMENT AND AXIAL COMPRESSION FORCE

机译:弯矩和轴向压缩力作用下具有材料塑性的薄壁管的强度极限

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The thimble tube, which is made of Zircaly-4, is one of the main components of a PWR fuel assembly. The thimble tube has an important role as a structural member of the skeleton. Another role of the thimble tube is to guide a rod cluster control assembly (RCCA) for insertion during the reactor operation, and the function has to be assured not only in normal operation but in a seismic event. In a horizontal seismic event, the fuel assembly vibrates laterally, which gives bending moment to the thimble tube. In addition, axial compressive force acts on the thimble tube in a vertical seismic event. The integrity of the thimble tube has to be maintained while this force and moment act. Mitsubishi has confirmed by the elastic stress analysis that the stress of the thimble tube is lower than the limit value requested for the seismic event. The stress evaluation method is based on the ASME code. The ASME code also describes the limit analysis which is available when the predicted stress is beyond elastic region of the material. In the analysis, the material is assumed to be elastic-perfectly plastic, and the maximum load that the structure can carry is calculated. For the reason mentioned above, the allowable limit of the thimble tube should be determined as a function between the force and the moment. We are planning to examine the allowable limit experimentally. As a step before testing, an analytical approach for the limit is discussed in this paper. Firstly, the allowable limit is calculated by a beam model assuming elastic-perfectly plastic material, based on the ASME code. Secondly, a 3D model analysis with elastic-plastic material is performed to predict the practical strength. Based on the comparison with the analysis using elastic-perfectly plastic material, ASME based limit is considerably conservative compared with the one with the actual stress-strain curve. Conversely, this means there is enough room to rationalize the allowable limit. As the future work, the experiment will be conducted to obtain the practical limit of the thimble tube and to verify the analysis results.
机译:由Zircaly-4制成的套管是压水堆燃料组件的主要部件之一。套管作为骨架的结构构件具有重要作用。套管的另一个作用是在反应堆运行期间引导棒束控制组件(RCCA)插入,不仅在正常运行中而且在地震事件中都必须确保其功能。在水平地震事件中,燃料组件会横向振动,从而使套管产生弯矩。另外,在垂直地震事件中,轴向压缩力作用在套管上。在此力和力矩作用时,必须保持套管的完整性。三菱已通过弹性应力分析确认,套管的应力低于地震事件所要求的极限值。应力评估方法基于ASME规范。 ASME规范还描述了极限分析,当预测应力超出材料的弹性区域时可以使用极限分析。在分析中,假定该材料是完全弹性的塑料,并计算出该结构可以承受的最大载荷。由于上述原因,应根据力和力矩之间的函数确定套管的允许极限。我们计划通过实验检查允许的限制。作为测试之前的一步,本文讨论了极限值的分析方法。首先,基于ASME规范,通过假设弹性完全为塑料的梁模型计算允许极限。其次,使用弹塑性材料进行3D模型分析以预测实际强度。根据与使用完全弹性塑料材料进行的分析的比较,与具有实际应力-应变曲线的极限相比,基于ASME的极限相当保守。相反,这意味着有足够的空间来合理化允许的限制。作为将来的工作,将进行实验以获得套管的实际极限并验证分析结果。

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