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Experiment on Interface Separation Detection of Concrete-filled Steel Tubular Arch Bridge Using Accelerometer Array

机译:加速度计阵列检测钢管混凝土拱桥界面分离试验

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Based on the vibration testing principle, and taking the local vibration of steel tube at the interface separation area as the study object, a real-time monitoring and the damage detection method of the interface separation of concrete-filled steel tube by accelerometer array through quantitative transient self-excitation is proposed. The accelerometers are arranged on the steel tube area with or without void respectively, and the signals of accelerometers are collected at the same time and compared under different transient excitation points. The results show that compared with the signal of compact area, the peak value of accelerometer signal at void area increases and attenuation speed slows down obviously, and the spectrum peaks of the void area are much more and disordered and the amplitude increases obviously, whether the input point of transient excitation is on void area or not is irrelevant with qualitative identification results. So the qualitative identification of the interface separation of concrete-filled steel tube based on the signal of acceleration transducer is feasible and valid.
机译:基于振动测试原理,以钢管在界面分离区域的局部振动为研究对象,通过加速度计阵列对钢管混凝土界面分离的实时监测和损伤检测方法进行了定量化提出了瞬态自励。加速度计分别布置在有或没有空隙的钢管区域上,同时收集加速度计的信号,并在不同的瞬态激励点下进行比较。结果表明,与致密区域的信号相比,加速度计信号在空隙区域的峰值明显增大,衰减速度明显减慢,空隙区域的频谱峰值更多,更无序,振幅明显增大。瞬态激励的输入点是否在空隙区域上与定性鉴定结果无关。因此,基于加速度传感器的信号对钢管混凝土界面分离的定性识别是可行和有效的。

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