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Two-bay pultruded GFRP safety Barrier/Guardrail - Testing, analysis and compliance with standards

机译:双托布拉布拉德GFRP安全屏障/护栏 - 测试,分析和遵守标准

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摘要

The paper describes a series of material/structural property tests on pultruded GFRP (glass fibre reinforced polymer) circular cross-section tubes used in guardrails. The tests enabled the elastic flexural and shear moduli of the tubes and the rotational stiffness of the post-base connections to be quantified. This information was then used to set up ANSYS FE (finite element) models of the guardrails using cubic beam elements and revolute joints to simulate the out-of-plane deflections of a two-bay plane guardrail loaded at the top of the centre-post and the mid-bays of the handrail. Load tests were carried on a full-scale guardrail in order to demonstrate that it complied with the load and deflection requirements given in the most recent design standard for guardrails. Thereafter, the ANSYS FE model deflection predictions were compared with those recorded during the load tests on the guardrail. It was shown, that including revolute joints in the model gave deflections that were, in the worst instances, within 15% of the values recorded in the physical tests.
机译:本文描述了一系列关于用于护栏中使用的针刺GFRP(玻璃纤维增​​强聚合物)圆形横截面管的材料/结构性测试。该试验使得管的弹性弯曲和剪切模量和待定量的后基底连接的旋转刚度。然后,该信息被用来建立ANSYS FE(有限元),使用立方梁单元和转动关节,以模拟在所述中心柱的顶部加载的双跨平面护栏的外的平面偏转的护栏的模型和扶手的中间湾。负载测试是在全尺度护栏上运载,以证明它符合最近的护栏设计标准中的负载和偏转要求。此后,将ANSYS FE模型偏转预测与护栏上的负载测试期间记录的那些进行了比较。结果显示,模型中的旋转关节包括在最坏情况下,在最坏的情况下,在物理测试中记录的值的15%内。

著录项

  • 来源
    《Composite Structures》 |2020年第12期|112745.1-112745.12|共12页
  • 作者

    Turvey G. J.; Milburn J.;

  • 作者单位

    Univ Lancaster Engn Dept Lancaster LA1 4YW England;

    Univ Lancaster Engn Dept Lancaster LA1 4YW England|Cygnet Texkimp Swan House Kimpton Dr Wincham Lane Northwich CW9 6GG England;

  • 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

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