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Using multi-type sensor measurements for damage detection of shear connectors in composite bridges under moving loads

机译:使用多种类型的传感器测量值来检测移动荷载下复合材料桥梁中的剪切连接器的损伤

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摘要

This paper proposes using the multi-type sensor vibration measurements, such as from a relative displacement sensors and a traditional accelerometer for the damage detection of shear connectors in composite bridge under moving loads. Hilbert-Huang Transform (HHT) spectra of these responses will be fused with a data fusion approach i.e., Dempster-Shafer method, to detect the damage of shear connectors. Experimental studies on a composite bridge model in the laboratory are conducted to demonstrate the effectiveness and performance of using the proposed approach in detecting the damage of shear connectors in composite bridges. Both undamaged and damaged scenarios are considered. The detection results with the data fusion of multi-type sensor measurements show a more reliable and robust performance and accuracy, avoiding the false identifications.
机译:本文提出了使用多种类型的传感器振动测量方法,例如相对位移传感器和传统的加速度计,用于在移动载荷下检测复合材料桥梁中的剪切连接器的损伤。这些响应的Hilbert-Huang变换(HHT)光谱将与数据融合方法(即Dempster-Shafer方法)融合,以检测剪切连接器的损坏。在实验室中对复合材料桥梁模型进行了实验研究,以证明使用所提出的方法检测复合材料桥梁中的剪切连接器损伤的有效性和性能。同时考虑未损坏和损坏的方案。多种传感器测量数据融合后的检测结果显示出更可靠,更强大的性能和准确性,避免了错误的识别。

著录项

  • 来源
    《Computers & Concrete》 |2017年第5期|521-527|共7页
  • 作者单位

    Curtin Univ, Ctr Infrastruct Monitoring & Protect, Sch Civil & Mech Engn, Kent St, Bentley, WA 6102, Australia;

    Curtin Univ, Ctr Infrastruct Monitoring & Protect, Sch Civil & Mech Engn, Kent St, Bentley, WA 6102, Australia|Dalian Univ Technol, State Key Lab Coastal & Offshore Engn, Dalian, Peoples R China;

    Curtin Univ, Ctr Infrastruct Monitoring & Protect, Sch Civil & Mech Engn, Kent St, Bentley, WA 6102, Australia;

    Xiamen Univ, Dept Civil Engn, Xiamen, Peoples R China;

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  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    composite bridge; shear connector; damage detection; relative displacement; data fusion; Hilbert-Huang Transform;

    机译:复合桥;剪力连接器;损伤检测;相对位移;数据融合;希尔伯特-黄变换;

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