首页> 外文会议>Proceedings of International Conference on Structural Mechanics in Reactor Technology >DESIGN AND STRUCTURE ANALYSIS FOR THE CENTER POSTOF LOW ASPECT RATIO TOKAMAK REACTOR
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DESIGN AND STRUCTURE ANALYSIS FOR THE CENTER POSTOF LOW ASPECT RATIO TOKAMAK REACTOR

机译:低纵横比托卡马克反应堆后中心的设计与结构分析

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The center post is one of the critical components for the low aspect ratio tokamak reactor device, whichendure not only a tremendous Ohmic heating due to its carrying a rather high current but also a large neutronheating and irradiation owing to the plasma operation. The DS copper alloy, Glidcop®, AL-25 was chose as theconductor material for its adequate mechanical properties and physics properties. The center post has a cylinderstructure with lots of cooling channels. The length of center post for the next generation nuclear fusion sphericaltokamak reactor device will be more than 10m or 20m. The stability and stress intensity of its structure are verycrucial for them. When the applied load is very large and over the structure critical load, the device will lose itsstability and collapse. In order to calculate the critical load, a finite element model was used and the force acting onthe center post was simulated. The paper has given the thermal-hydraulic and structure analysis results with finiteelement method based on the small deformation theory. The relation curves and functions for the buckling factordepended on the different length of center post, radius of center post, diameter of the cooling channel and themaximum allowable current density have also been shown.
机译:中心柱是低长宽比托卡马克反应堆装置的关键组件之一, 由于它承载着相当大的电流,因此不仅可以承受巨大的欧姆加热,而且还可以承受大的中子 由于等离子操作而产生的热量和辐射。 DS铜合金Glidcop&reg,AL-25被选为 导体材料具有足够的机械性能和物理性能。中心柱有一个圆柱体 具有大量冷却通道的结构。下一代核聚变球体的中心柱长度 托卡马克反应堆装置将超过10m或20m。其结构的稳定性和应力强度非常大 对他们至关重要。当施加的负载非常大且超过结构临界负载时,设备将失去其 稳定和崩溃。为了计算临界载荷,使用了有限元模型,并且作用在其上的力 中心柱是模拟的。给出了有限元的热工水力和结构分析结果 基于小变形理论的有限元方法。屈曲系数的关系曲线和函数 取决于中心柱的不同长度,中心柱的半径,冷却通道的直径和 还显示了最大允许电流密度。

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