基于超弱光纤光栅的大桥箱梁挠度监测方法
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三峡大学湖北省弱磁探测工程技术研究中心

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国家重点计划研发课题


Ultra-weak fiber grating-based deflection monitoring method for bridges
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Hubei Province Engineering Research Center for Weak Magnetic Detection, China Three Gorges University

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    摘要:

    为满足对主跨整体挠度的大范围、实时监测要求,提出了一种基于超弱光纤光栅(UW-FBG)阵列的箱梁挠度测量方法。理论探讨了基于光栅波长-挠度的曲线反演原理,ANSYS 仿真分析了应变反演挠度的误差,采用超弱光栅阵列黏贴在4.8 m跨度的矩形体上搭建了双端简支梁模型,实验测试的反演挠度和千分表测量挠度最大相对误差小于6.80%。在金海大桥的340 m主跨上连续铺设340个间距1 m的光栅,在荷载试验中监测到桥梁实时应变分布且最大约为416.3 με,通过利用曲线重构算法反演出桥梁受力的挠度约为-0.4010 m,实时展示静载试验不同载荷下的整体形变,为桥梁运行状态提供最直观的依据。

    Abstract:

    In order to meet the requirements of large-scale and real-time monitoring of the overall deflection of the main span, a box girder deflection measurement method based on ultra-weak fiber grating (UW-FBG) array is proposed. Theoretically analyzed the curve reconstruction principle based on grating wavelength-deflection, ANSYS simulation analyzed the error of strain inversion deflection, and the double-ended simply supported girder model with 4.8 m span was constructed by using UW-FBG arrays, and the maximum relative error between the experimentally tested inversion deflection and that measured by the micrometer was less than 6.80%. On the 340 m main span of Jinhai Bridge, 340 gratings with a spacing of 1 m were continuously deployed, and the real-time strain distribution of the bridge was monitored during the load test and the maximum was about 416.3 με. The real-time deflection of the bridge force was about -0.4010 m by using the curve reconstruction algorithm to invert the performance of the bridge force.

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  • 收稿日期:2024-08-25
  • 最后修改日期:2024-11-17
  • 录用日期:2024-12-02
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