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超大型中微子探测器有机玻璃球与不锈钢网壳方案的设计优化分析

DESIGN AND OPTIMIZATION OF AN ACRYLIC BALL SUPPORTED BY A STAINLESS STEEL LATTICED SHELL FOR THE ULTRA-LARGE NEUTRINO CENTRAL DETECTOR

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【作者】 王元清王综轶杜新喜衡月昆宗亮秦中华

【Author】 WANG Yuan-qing;WANG Zong-yi;DU Xin-xi;HENG Yue-kun;ZONG Liang;QIN Zhong-hua;Key Laboratory of Civil Engineering Safety and Durability of China Education Ministry,Department of Civil Engineering, Tsinghua University;School of Civil and Architectural Engineering, Wuhan University;Institute of High Energy Physics, CAS;

【机构】 清华大学土木工程安全与耐久教育部重点实验室武汉大学土木建筑工程学院中国科学院高能物理研究所

【摘要】 江门中微子实验是继大亚湾中微子实验之后的第二期工程,该探测器规模巨大,直径将达35.5 m。本文针对江门中微子探测器的设计工况和要求,提出了有机玻璃球+双层不锈钢网壳支撑的方案,完成了结构的初步设计,并且在此基础上对杆件截面、撑杆布置等方面进行了优化。通过ABAQUS软件进行的数值分析可知,优化方案可降低有机玻璃球的应力、撑杆的轴力和结构的位移,这对于结构非常有利。提升内液面的高度、升高温度均能减小有机玻璃的应力;节点失效对于结构影响不大,而地震作用导致支柱过大的应力可以通过增加斜向撑杆来降低。

【Abstract】 After the Daya Bay neutrino experiment, the Jiangmen neutrino experiment is the second phase of the project to detect neutrinos. The scale of the Jiangmen neutrino central detector is large and its diameter will reach 35.5 m. This paper has proposed the scheme of an acrylic ball supported by a double-layer stainless steel latticed shell, based on the design conditions and requirements. The preliminary design of this scheme has been conducted and the optimization about the sections of components and distribution of braces has been implemented. From the numerical analysis with ABAQUS, it is known that stresses on the acrylic ball, axial forces of braces and structural displacement of the optimized scheme are decreased, which is beneficial to the structure. Raising the liquid level inside the acrylic ball and elevating the temperature are capable of reducing the stress on the acrylic. Meanwhile, the joint invalidation has little influence on the structure and the seismic action can be resisted by adding diagonal braces.

【基金】 清华大学自主科研计划课题(学科交叉专项)(NO.20131089288);中国科学院战略性先导科技专项(A类)资助(NO.XDA10010200)
  • 【会议录名称】 第24届全国结构工程学术会议论文集(第Ⅰ册)
  • 【会议名称】第24届全国结构工程学术会议
  • 【会议时间】2015-10-31
  • 【会议地点】中国福建厦门
  • 【分类号】TU399
  • 【主办单位】中国力学学会结构工程专业委员会、厦门大学、厦门理工学院、中国力学学会《工程力学》编委会、清华大学土木工程系、水沙科学与水利水电工程国家重点实验室(清华大学)、土木工程安全与耐久教育部重点实验室(清华大学)
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