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Optimizing the anchoring structure for a super large cable-net structure with improved fatigue resistance

机译:优化具有增强抗疲劳性的超大型电缆网结构的锚固结构

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摘要

During its operation, the vast cable-net structure of China's Five-hundred-meter Aperture Spherical radio Telescope is subject to super high stress amplitude (up to 500 MPa) that the current anchoring structure is unable to bear. As a solution to this problem, this article presents an optimized anchoring structure that includes a main anchor cup and an auxiliary anchor cup. Typically used to compose Five-hundred-meter Aperture Spherical radio Telescope's cable-net structure, the S3-type cable is selected as the subject of analysis. In addition to anchoring limit and fatigue tests, a finite element analysis is conducted using the software ANSYS to set up a one-sixth three-dimensional high-precision numerical model to examine the contact-slip relationship between the steel wires and the chill casting. The following combination of structural parameters is found for an optimized design of the S3-type cable anchoring structure: auxiliary cup internal inclination angle, 3 degrees; friction coefficient between anchor cup and chill casting, 0.12; and elastic modulus of the chill casting, 36 GPa. This optimal structural setting eliminates fretting wear in the main cup section; instead, fretting wear most likely occurs at the narrow end of the auxiliary anchor cup. When the structure bears the maximum working load, the slip amplitude between the chill casting and the tendons is 25 mu m at the narrow end of the auxiliary anchor cup, and the radial compressive stress of the steel wire is -20 MPa. It is determined that this innovative anchoring structure with the S3-type cable boasts excellent static and dynamic load-bearing qualities with the elastic modulus of the cable remaining almost unchanged during the testing processes, which indicates that this anchorage meets the highly demanding requirements of the Five-hundred-meter Aperture Spherical radio Telescope project and offers a prototype to facilitate future anchoring enhancing efforts.
机译:在其运行过程中,中国五百米口径球形射电望远镜的巨大电缆网结构承受着目前锚固结构无法承受的超高应力幅值(最高500 MPa)。作为此问题的解决方案,本文提出了一种优化的锚固结构,该结构包括主锚固杯和辅助锚固杯。 S3型电缆通常用于组成五百米孔径球面射电望远镜的电缆网结构,因此被选为分析对象。除了锚固极限和疲劳测试,还使用软件ANSYS进行了有限元分析,以建立六分之一的三维高精度数值模型,以检查钢丝与冷硬铸件之间的接触滑移关系。对于S3型电缆锚固结构的优化设计,发现以下结构参数组合:辅助杯内倾角为3度;锚固杯与冷硬铸件之间的摩擦系数为0.12;冷铸件的弹性模量为36 GPa。这种最佳的结构设置消除了主杯部分的微动磨损。相反,微动磨损最有可能发生在辅助锚固杯的狭窄端。当结构承受最大工作载荷时,在辅助锚固杯的狭窄端,冷铸件和钢筋束之间的滑动幅度为25μm,钢丝的径向压应力为-20 MPa。可以确定的是,这种具有S3型电缆的创新锚固结构具有出色的静态和动态承载质量,并且电缆的弹性模量在测试过程中几乎保持不变,这表明该锚固满足了高要求的锚固要求。五百米光圈球面射电望远镜项目,并提供了一个原型,以方便将来进行锚定增强工作。

著录项

  • 来源
    《Advances in Structural Engineering》 |2020年第4期|657-669|共13页
  • 作者

  • 作者单位

    Guilin Univ Technol Coll Civil Engn & Architecture Guilin Peoples R China|Guangxi Key Lab Geomech & Geotech Engn Guilin Peoples R China|Collaborat Innovat Ctr Explorat Hidden Nonferrous Guilin Peoples R China;

    Guilin Univ Technol Coll Civil Engn & Architecture Guilin Peoples R China;

    Liuzhou OVM Machinery Co Ltd Liuzhou Peoples R China;

  • 收录信息 美国《科学引文索引》(SCI);美国《工程索引》(EI);
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    anchoring structure; cable; cable net; fatigue performance; Five-hundred-meter Aperture Spherical radio Telescope;

    机译:锚固结构;电缆;电缆网疲劳表现五百米孔径球面射电望远镜;

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