首页> 外文期刊>Journal of Mechanics >DETECTING REBARS AND TUBES INSIDE CONCRETE SLABS USING CONTINUOUS WAVELET TRANSFORM OF ELASTIC WAVES
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DETECTING REBARS AND TUBES INSIDE CONCRETE SLABS USING CONTINUOUS WAVELET TRANSFORM OF ELASTIC WAVES

机译:利用弹性波的连续小波变换检测混凝土板内的钢筋和管道

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摘要

A typical problem of elastic wave methods, such as the impact echo method, is due to peak detection based solely on amplitude spectrum. Current study aims to improve the feature identification of impact-echo signals obtained from buried objects in concrete slabs. Steel rebar, steel tubes, and PVC tubes embedded in a concrete slab are tested. Numerical simulations are carried out based on models constructed using the finite element method. The received signals, both experimental and simulated, are analyzed using both fast Fourier transform and continuous wavelet transform (CWT). The amplitude spectra can only provide global information and lose some important local effects of frequency components. This can be resolved by continuous wavelet transform for preserving the transient effects in the frequency domain. Localized spectral contents are analyzed and thus better understanding is achieved for the impulse responses due to different objects below the surface of the concrete slab. Features related to steel rebar, PVC and steel tubes are readily identified in the coefficient plot of wavelet coefficients. Multiple reflections and vibration modes related to various characteristics of wave propagation in the concrete slab can now be decomposed into distinctive frequency bands with different time durations. The result of CWT provides more information and is easier to interpret than that of the spectral analysis. The same peak frequency found in the amplitude spectrum is now distinguishable between PVC and steel tubes at a resolution of 0.1kHz or better. Such findings provide a more effective way to pick up true rebar signals using the impact-echo method.
机译:弹性波方法(例如冲击回波方法)的一个典型问题是由于仅基于振幅谱的峰值检测。当前的研究旨在改进从混凝土板中的掩埋物体获得的冲击回波信号的特征识别。测试了嵌入混凝土板中的钢筋,钢管和PVC管。基于使用有限元方法构造的模型进行数值模拟。使用快速傅里叶变换和连续小波变换(CWT)分析接收到的信号,包括实验信号和仿真信号。幅度频谱只能提供全局信息,并且会丢失频率分量的一些重要局部影响。这可以通过连续小波变换来解决,以保留频域中的瞬态效应。分析了局部频谱含量,因此可以更好地理解由于混凝土板表面以下的不同物体引起的脉冲响应。在小波系数的系数图中可以轻松识别与钢筋,PVC和钢管有关的特征。现在可以将与混凝土板中波传播的各种特征相关的多重反射和振动模式分解为具有不同持续时间的独特频带。与频谱分析相比,CWT的结果提供了更多的信息,并且更易于解释。在振幅谱中发现的相同峰值频率现在可以在0.1kHz或更高的分辨率下在PVC和钢管之间区分。这样的发现提供了一种使用冲击回波方法来拾取真实钢筋信号的更有效方法。

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