高温气体反应器堆芯内摇摆、键控石墨块的数值模拟

IF 5 2区 工程技术 Q1 ENGINEERING, CIVIL
Sai Sharath Parsi, Andrew S. Whittaker
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引用次数: 0

摘要

本文对卧式紧凑型高温气体反应堆(HC-HTGR)堆芯石墨块组件进行了数值模拟和动力学分析。反应堆堆芯由柱状石墨块组成,用剪切键堆叠成柱状。地震作用下,砌块柱的动力响应受多种因素的影响,包括砌块的刚体晃动、石墨与石墨之间的摩擦、剪切键周围的水平和垂直间隙、接触点的能量耗散、运动学约束以及砌块的抬升和脱离。这些影响是通过在布法罗大学的键控石墨块的独立柱上进行的振动和地震测试来表征的。结果数据提供了对其摇摆行为的关键见解,支持开发和验证用于这些石墨组件地震分析的数值模型,如本文所述。这些模型是使用商用有限元软件包LS-DYNA开发的,并使用测试数据校准了阻尼和接触参数。在一定范围的谐波和地震输入下,对模型的效用进行了评价。柱的峰值位移和块体旋转预测值在实验测量值的±20%以内,在不同高度和振动方向的柱上的瞬态响应历史非常一致。进行参数研究,以检查柱的动态响应的敏感性,这些因素具有挑战性,以实验评估,如石墨到石墨摩擦系数的变化,加工公差,块对齐和安装缺陷。本文提出的结果直接支持了HC-HTGR堆芯的设计,并为反应堆开发商提供了更广泛的有价值的见解。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Numerical Simulations of Rocking, Keyed Graphite Blocks in the Core of a High-Temperature Gas Reactor

This paper presents the numerical modeling and dynamic analysis of graphite block assemblies designed for the core of a horizontal compact high-temperature gas reactor (HC-HTGR). The reactor core is composed of prismatic graphite blocks stacked in columns using shear keys. Under earthquake shaking, the dynamic response of a column of blocks is influenced by multiple factors, including rigid-body rocking of the blocks, graphite-to-graphite friction, horizontal and vertical clearances around the shear keys, energy dissipation at contact points, kinematic constraints, and block uplift and disengagement. These effects were characterized through vibration and seismic tests conducted on standalone columns of keyed graphite blocks at the University at Buffalo. The resulting data provided critical insights into their rocking behavior, supporting the development and validation of numerical models for the seismic analysis of these graphite assemblies, as described in this paper. These models are developed using the commercial finite element software package LS-DYNA, with damping and contact parameters calibrated using the test data. The utility of the models is evaluated under a range of harmonic and earthquake inputs. The peak column displacements and block rotations are predicted to within ± $ \pm $ 20% of the experimental measurements, with close agreement in transient response histories across columns of varying heights and shaking directions. Parametric studies are conducted to examine the sensitivity of columns’ dynamic response to factors that are challenging to assess experimentally, such as variations in the graphite-to-graphite coefficient of friction, machining tolerances, block alignment, and installation imperfections. The outcomes presented herein directly support the design of the HC-HTGR core and offer valuable insights for reactor developers more broadly.

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来源期刊
Earthquake Engineering & Structural Dynamics
Earthquake Engineering & Structural Dynamics 工程技术-工程:地质
CiteScore
7.20
自引率
13.30%
发文量
180
审稿时长
4.8 months
期刊介绍: Earthquake Engineering and Structural Dynamics provides a forum for the publication of papers on several aspects of engineering related to earthquakes. The problems in this field, and their solutions, are international in character and require knowledge of several traditional disciplines; the Journal will reflect this. Papers that may be relevant but do not emphasize earthquake engineering and related structural dynamics are not suitable for the Journal. Relevant topics include the following: ground motions for analysis and design geotechnical earthquake engineering probabilistic and deterministic methods of dynamic analysis experimental behaviour of structures seismic protective systems system identification risk assessment seismic code requirements methods for earthquake-resistant design and retrofit of structures.
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