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A novel wind resistance sliding support with large sliding displacement and high tensile strength for metal roof system

机译:具有大滑动位移的新型防风滑动支撑和金属屋顶系统的高拉伸强度

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摘要

The metal roof is widely used in large-span spatial structures for its lightweight. However, the traditional rivet connection cannot effectively handle the large deformation caused by the temperature effect. In traditional sliding supports, the metal roof tears and the roof lifts due to insufficient sliding displacement or low tensile strength, which reduces the service life of the metal roof system. To solve this problem, a new sliding support was proposed by changing the structure of the traditional sliding supports. The model experiments were performed to attain the tensile strength and eccentric mechanical properties. Afterward, a numerical simulation was adopted to investigate the corresponding performance of the proposed sliding support. A quantitative model of the relationship between the eccentric distance and the ultimate tensile strength was established to attain the true strength when the supports are installed at different positions of the roof. For structures, the wind load capacity and failure modes of metal roof systems with different sliding supports were simulated and investigated. The results showed the preference of the proposed sliding support over the traditional one. Compared to the traditional sliding support, the sliding displacement of the proposed sliding support was increased by 2.0-3.24 times and the ultimate tensile strength was increased by 3.14-3.87 times. Therefore, choosing the proposed sliding support instead of traditional rivet connections provides a more flexible and suitable way for large-span structures. Thus, the proposed sliding support is a promising connection in civil engineering.
机译:金属屋顶广泛用于大跨度空间结构,以实现其轻量化。然而,传统的铆钉连接不能有效地处理温度效应引起的大变形。在传统的滑动支撑件中,金属屋顶撕裂和屋顶升降机由于滑动排量不足或低拉伸强度,这降低了金属屋顶系统的使用寿命。为了解决这个问题,通过改变传统滑动支撑件的结构来提出新的滑动支持。进行模型实验以获得拉伸强度和偏心机械性能。之后,采用数值模拟来研究所提出的滑动支撑的相应性能。建立偏心距离与极限拉伸强度之间的关系的定量模型,以实现当支撑件安装在屋顶的不同位置时的真实强度。对于结构,模拟和研究了具有不同滑动支撑件的金属屋顶系统的风力负荷能力和故障模式。结果表明,所提出的滑动支撑件对传统的偏好。与传统的滑动支撑相比,所提出的滑动支撑件的滑动位移增加2.0-3.24次,最终拉伸强度增加3.14-3.87倍。因此,选择所提出的滑动支撑而不是传统的铆钉连接,为大跨度结构提供更灵活和合适的方式。因此,所提出的滑动支撑是土木工程中有前途的连接。

著录项

  • 来源
    《Engineering Structures》 |2021年第15期|112670.1-112670.14|共14页
  • 作者单位

    Tianjin Univ State Key Lab Hydraul Engn Simulat & Safety Tianjin 300350 Peoples R China;

    Tianjin Univ State Key Lab Hydraul Engn Simulat & Safety Tianjin 300350 Peoples R China|Tianjin Univ Key Lab Coast Civil Struct Safety Minist Educ Tianjin 300350 Peoples R China|Tianjin Univ Key Lab Earthquake Engn Simulat & Seism Resilienc Tianjin 300350 Peoples R China;

    OHC Construct Grp Co Ltd Beijing 100084 Peoples R China;

    Tianjin Univ State Key Lab Hydraul Engn Simulat & Safety Tianjin 300350 Peoples R China;

    OHC Construct Grp Co Ltd Beijing 100084 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

    Large-span structure; Metal roof; Sliding support; Tensile strength; Wind load capacity;

    机译:大跨度结构;金属屋顶;滑动支撑;拉伸强度;风负荷能力;

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