ITER Central Solenoid support structure analysis

K. Freudenberg, R. Myatt
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引用次数: 8

Abstract

The ITER Central Solenoid (CS) is comprised of six independent coils held together by a pre-compression support structure. This structure must provide enough preload to maintain sufficient coil-to-coil contact and interface load throughout the current pulse. End of burn (EOB) represents one of the most extreme time-points during the reference scenario when the currents in the CS3 coils oppose those of CS1 & CS2. The CS structure is performance limited by the room temperature static yield requirements needed to support the roughly 180 MN preload to resist coil separation during operation. This preload is applied by inner and external tie plates along the length of the coil stack by mechanical fastening methods utilizing Superbolt® technology. The preloading structure satisfies the magnet structural design criteria of ITER and will be verified during mockup studies. The solenoid is supported from the bottom of the toroidal field (TF) coil casing in both the vertical radial directions. The upper support of the CS coil structure maintains radial registration with the TF coil in the event of vertical disruptions (VDE) loads and earthquakes. All of these structure systems are analyzed via a global finite element analysis (FEA). The model includes a complete sector of the TF coil and the CS coil/structure in one self-consistent analysis. The corresponding results and design descriptions are described in this report.
ITER中央螺线管支撑结构分析
ITER中央螺线管(CS)由六个独立的线圈组成,由预压缩支撑结构连接在一起。这种结构必须提供足够的预负载,以在整个电流脉冲中保持足够的线圈与线圈接触和界面负载。当CS3线圈中的电流与CS1和CS2的电流相反时,燃烧结束(EOB)代表了参考方案中最极端的时间点之一。CS结构的性能受到室温静态屈服要求的限制,需要支持大约180 MN的预载荷,以防止在运行过程中线圈分离。这种预紧力是通过内部和外部系扎板沿着线圈堆的长度施加的,采用Superbolt®技术的机械紧固方法。预压结构满足ITER的磁体结构设计标准,并将在样机研究中进行验证。螺线管在垂直径向上由环形场(TF)线圈外壳的底部支撑。在垂直破坏(VDE)载荷和地震的情况下,CS线圈结构的上部支撑与TF线圈保持径向配准。所有这些结构体系都通过整体有限元分析(FEA)进行了分析。该模型在一次自一致分析中包含了TF线圈和CS线圈/结构的完整扇形。本报告描述了相应的结果和设计说明。
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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