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FAILURE PRESSURE INVESTIGATION OF PWR REACTOR COOLANT PIPE

机译:压水堆反应器冷却水管的失效压力调查

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In the reactor coolant primary loop of a nuclear power plant (NPP), overpressure protection system keeps pressure in the loop within 110% design pressure. But if the system did not work properly, pressure in the loop could rise very high in short time. It would be disastrous if the piping of the loop burst, since radioactive material would release. It is customary to estimate the probability of rupture of primary pressure boundary based on fracture mechanics. In this study, such detailed fracture mechanics failure analysis with postulated initial notch condition is not carried out. Instead, comparative study of primary coolant pipe of different reactor types is carried out based on gross plastic analysis to realistically assess the maximum pressure primary system can sustain. In this paper, burst pressures of three major reactor coolant piping (APR1400, WER1000, and AP1000) are investigated based on non-linear FEA method. For the analysis axisymmetric models is developed to estimate burst pressure. The FEM results are compared with some existing burst pressure predictive formulae to evaluate accuracy of the prediction. In the analysis, the internal pressures are increased until stress across the entire thickness of piping reach the ultimate tensile stress. The value of pressure at that point is assumed as burst pressure. The results from ANSYS software shows that outlet piping of WER1000 can withstand up to the burst pressure of 161.1Mpa, while that for AP1000 is 87.92Mpa, and that of outlet piping of APR1400 is 97.16Mpa. Burst pressures using empirical formulae also give similar trend as FEM results.
机译:在核电站(NPP)的反应堆冷却剂主回路中,超压保护系统将回路中的压力保持在110%设计压力之内。但是,如果系统无法正常运行,则回路中的压力可能会在短时间内升高到很高。如果环路的管道破裂,将是灾难性的,因为放射性物质会释放出来。通常根据断裂力学估算一次压力边界破裂的可能性。在这项研究中,未对假定的初始缺口条件进行详细的断裂力学失效分析。取而代之的是,根据总塑性分析对不同反应堆类型的一次冷却剂管道进行比较研究,以实际评估一次系统可以承受的最大压力。本文基于非线性FEA方法研究了三个主要反应堆冷却剂管道(APR1400,WER1000和AP1000)的爆破压力。为了进行分析,开发了轴对称模型来估算爆破压力。将有限元结果与一些现有的爆破压力预测公式进行比较,以评估预测的准确性。在分析中,内部压力会增加,直到整个管道厚度上的应力达到极限拉应力为止。将该点的压力值假定为爆破压力。 ANSYS软件的结果表明,WER1000的出口管道可以承受161.1Mpa的破裂压力,而AP1000的破裂压力为87.92Mpa,APR1400的排出管道的破裂压力为97.16Mpa。使用经验公式的爆破压力也具有与FEM结果相似的趋势。

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