Numerical investigations of protective shells of NPP evergy units with pressurized water reactor (VVER)

A. Bambura, I. Sazonova
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Abstract

Most of the energy units of nuclear power plants in Ukraine are at the stage of exhausting their design lifespan. Therefore, the issue of extending the lifespan of energy units of nuclear power plants (NPP) and, consequently, assessing the residual life of protective shells is very acute. State Enterprise "The State Research Institute of Building Constructions" developed universal computer models of NPP energy units from VVER-1000 type V-302 and V-338, taking into account all the design features of protective shells, load connections and the possibility of varying the level of pre-tensioning of ropes. The developed models made it possible to evaluate the operability of a localizing safety system - a hermetic enclosure system in all operating modes, including a combination of loads during a design basis accident and a maximum design earthquake. The purpose of this work is: on the basis of numerous studies of the load-bearing capacity of the protective shells of energy units in all operating modes, to develop a methodology for determining the rational tension of the ropes in rows, at which the forces in the ropes of all three rows under the action of emergency load coupling during normal operation plus design basis accident plus the maximum design earthquake (NO + DBA + MDE) is distributed most evenly and, as a result, the probability of breaking the ropes of the outer row during an accident is reduced. As a result of numerous studies of the load-bearing capacity of the protective shells of energy units in all modes of operation and the determination of the rational tension of the ropes in rows under the action of NO+DBA+MDE, the following has been established: minimum allowable tensile force of reinforcing ropes in the cylindrical part of the protective shell of the energy unit in the absence of two ropes; minimum allowable tensile force of reinforcing ropes in the cylindrical part of the protective shell of the energy unit in the absence of three ropes. The rational distribution of rope tension between the rows is determined, in which the efforts in the reinforcing ropes of all three rows under the action of NO+DBA+MDE are distributed most evenly and, as a result, the probability of breaking the ropes of the outer row in case of an accident is reduced.
压水堆核电机组防护壳的数值研究
乌克兰核电站的大部分能源装置都处于设计寿命耗尽的阶段。因此,如何延长核电站能源机组的使用寿命,进而评估保护壳的剩余寿命是一个非常紧迫的问题。国有企业“国家建筑研究所”开发了核电站能源机组的通用计算机模型,从VVER-1000型V-302和V-338,考虑到保护壳,负载连接和改变绳索预张紧程度的可能性的所有设计特征。开发的模型使评估本地化安全系统的可操作性成为可能——在所有运行模式下,包括在设计基础事故和最大设计地震期间的组合载荷。本工作的目的是:在对各种运行模式下能源机组防护壳承载能力进行大量研究的基础上,开发了一种确定排绳合理张力的方法,使在正常运行、设计基础事故和最大设计地震(NO + DBA + MDE)的紧急载荷耦合作用下,所有三排绳中的力分布最均匀,因此,减少了事故发生时外排绳索断裂的可能性。通过对各种运行模式下能源机组保护壳承载能力的大量研究,以及NO+DBA+MDE作用下一排排绳索的合理张力的确定,建立了:在没有两根绳索的情况下,能源机组保护壳圆柱形部分加强绳的最小允许拉力;在没有三根绳索的情况下,能源单元保护壳圆柱形部分的增强绳索的最小允许拉伸力。确定了排间绳张力的合理分布,其中NO+DBA+MDE作用下三排补强绳的力度分布最均匀,降低了事故发生时外排补强绳断裂的概率。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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