锦屏中微子探测器有机玻璃球结构方案设计比选分析

刘育豪; 王综轶; 王元清; 陈少敏; 王喆

doi:10.3724/j.gyjzG24112008

锦屏中微子探测器有机玻璃球结构方案设计比选分析

doi: 10.3724/j.gyjzG24112008

1. 华中科技大学土木与水利工程学院, 武汉 430074;
2. 清华大学土木工程系, 北京 100084;
3. 清华大学工程物理系, 北京 100084

基金项目:

国家自然科学基金青年项目（52208169）；国家自然科学基金国家重大科研仪器研制项目（1217808）；国家重点研发计划（2022YFA1604704）。

详细信息

作者简介:
刘育豪，硕士研究生，主要从事有机玻璃结构应用方面研究。202371796@hust.edu.cn

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出版历程
- 收稿日期: 2024-11-20
- 网络出版日期: 2025-06-07
- 刊出日期: 2025-03-20

Comparisons and Analysis of Plexiglass Ball Structure Schemes for the Jinping Neutrino Detector

1. School of Civil and Hydraulic Engineering, Huazhong University of Science and Technology, Wuhan 430074, China;
2. Department of Civil Engineering, Tsinghua University, Beijing 100084, China;
3. Department of Engineering Physics, Tsinghua University, Beijing 100084, China

摘要

摘要: 为得到适用于锦屏中微子探测器的有机玻璃球结构方案，首先提出了4种有机玻璃球及其绳索固定方案，对比了各方案的球体最大应力、绳索轴力和结构位移，并对最优方案开展了不同工况下的受力分析。结果表明：方案Ⅱ中有机玻璃球体应力最大，方案Ⅳ为最优结构方案；在正常工况下，方案Ⅳ有机玻璃球最大Mises应力为2.57 MPa，最大第一主应力为2.23 MPa，最大绳索轴力为121 kN，最大结构位移为182 mm；在最不利工况下，方案Ⅳ有机玻璃球最大Mises应力为3.81 MPa，最大第一主应力为4.54 MPa，最大绳索轴力为122 kN，最大结构位移184 mm，满足承载性能要求。
- 锦屏中微子探测器 /
- 有机玻璃球 /
- 合成纤维绳索 /
- 承载性能分析 /
- 工况分析
Abstract: In order to obtain the plexiglass ball structural scheme suitable for the Jinping Neutrino Detector， four plexiglass balls and the corresponding supporting schemes were proposed. The maximum stresses on the balls， axial forces of ropes， and structural displacements of the proposed schemes were compared. The load-bearing analysis of the optimized scheme in various working conditions were performed. The results showed that the stress on the ball for Scheme Ⅱ was the largest， and Scheme Ⅳ was the best scheme. In normal working condition， the maximum Mises stress on the plexiglass ball of Scheme Ⅳ was 2.57 MPa， the maximum first principal stress was 2.23 MPa， the maximum axial force of the ropes was 121 kN， and the maximum structural displacement was 182 mm. In the worst working condition， the maximum Mises stress of Scheme Ⅳ was 3.81 MPa， the maximum first principal stress was 4.54 MPa， the maximum cable axial force was 122 kN， and the maximum structural displacement was 184 mm， which could meet the requirements for the bearing capacity.
- Jinping Neutrino Detector /
- plexiglass ball /
- synthetic fiber rope /
- bearing capacity analysis /
- working condition analysis

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