首页> 外文期刊>IEEE Transactions on Applied Superconductivity >Design and stress analysis of support structure of toroidal field coil for the JT-60SC
【24h】

Design and stress analysis of support structure of toroidal field coil for the JT-60SC

机译:JT-60SC环形场线圈支撑结构设计与应力分析

获取原文
获取原文并翻译 | 示例
           

摘要

The modification of JT-60 to a full superconducting tokamak (JT-60SC) is being planned. The support structures of the TF coils are designed to withstand the large electromagnetic force on the basis of the stress analyses. Shear panels are inserted between the neighboring TF coils against the overturning force and settled after the installation of the peripheral components like NBI ports. The maximum displacement and the Tresca stress of the TF coil have been evaluated in the case of the plasma disruption at the end of plasma current flat-top. In order to analyze the profiles of stress and displacement in detail, the bolts tightening the shear panel are considered in the FEM model. The maximum displacement of a TF coil is evaluated to be about 8.8 mm that is within the design requirement to keep space between the coils and the peripheral ports. The peak Tresca stress of 611 MPa appears at a bolt on the shear panel at the lower midplane. This value is within the allowable stress of SS316LN at 4 K, 667 MPa. In addition, the analyses for the various plasma operations, especially for the high poloidal beta (~2) plasma operation, were carried out and the validity of the support structure was confirmed.
机译:正在计划将JT-60改装为完整的超导托卡马克(JT-60SC)。 TF线圈的支撑结构设计为在应力分析的基础上承受较大的电磁力。剪切板抵抗倾覆力插入相邻的TF线圈之间,并在安装了NBI端口等外围组件后沉降。在等离子体电流平顶结束时发生等离子体破裂的情况下,已评估了TF线圈的最大位移和Tresca应力。为了详细分析应力和位移曲线,在FEM模型中考虑了拧紧剪力板的螺栓。 TF线圈的最大位移估计为8.8 mm,这在设计要求之内,以保持线圈和外围端口之间的空间。 Tresca的最大应力为611 MPa,出现在下部中平面的剪切板上的螺栓上。该值在SS 316LN在4 K,667 MPa的允许应力范围内。另外,对各种等离子操作,特别是高倍体β(〜2)等离子操作进行了分析,并确认了支撑结构的有效性。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号