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

机译:加速度计阵列混凝土钢管拱桥界面分离检测试验

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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:基于振动检测原理,并考虑钢管的局部振动在界面处分离区域为研究对象,实时监测和通过定量加速度计阵列钢管混凝土管的界面分离的损伤检测方法短暂的自我激励方案。加速度计被布置在钢管区域具有或不具有空隙分别与加速度计的信号在同一时间被收集并在不同的瞬态激励百分点。结果表明,与紧凑型区域的信号进行比较,在空缺面积增大,衰减速度加速计信号的峰值明显放缓,且空缺面积的谱峰更和无序和幅度明显增加,无论是瞬态激励的输入点是在空隙区域或不是无关紧要的定性鉴定结果。因此,基于加速度传感器的信号钢管混凝土管的界面分离的定性鉴定是可行的,有效的。

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