State Key Laboratory of Hydrology-Water Resources and Hydraulic Engineering, Nanjing Hydraulic Research Institute, Nanjing 210029, China.
School of Mechanics and Materials, Hohai University, Nanjing 210024, China.
Sensors (Basel). 2019 Jan 21;19(2):425. doi: 10.3390/s19020425.
Cement-based components have been widely used in civil engineering structures. However, due to wearing and deterioration, the cement-based components may have brittle failure. To provide early warning and to support predictive reinforcement, the piezoelectric materials are embedded into the cement-based components to excite and receive elastic waves. By recognizing the abnormalities in the elastic waves, hidden damage can be identified in advance. However, few research has been published regarding the damage quantification. In this paper, the wavelet packet analysis is adopted to calculate the energy of the transmitted elastic waves based on the improved piezoelectric aggregates (IPAs). Due to the growth of the damage, less elastic waves can pass through the damage zone, decreasing the energy of the acquired signals. A set of cement beams with different crack depths at the mid-span is tested in both numerical and experimental ways. A damage quantification index, namely the wavelet packet-based energy index (WPEI), is developed. Both the numerical and experimental results demonstrate that the WPEI decreases with respect to the crack depth. Based on the regression analysis, a strong linear relationship has been observed between the WPEI and the crack depth. By referring to the linear relationship, the crack depth can be estimated by the WPEI with a good accuracy. The results demonstrated that the use of the IPAs and the WPEI can fulfill the real-time quantification of the crack depth in the cement beams.
基于水泥的组件已广泛应用于土木工程结构中。然而,由于磨损和劣化,基于水泥的组件可能会发生脆性失效。为了提供早期预警并支持预测性加固,将压电材料嵌入基于水泥的组件中以激发和接收弹性波。通过识别弹性波中的异常,可以提前识别隐藏的损坏。然而,关于损伤定量的研究很少。本文采用小波包分析基于改进的压电骨料 (IPA) 计算传输弹性波的能量。由于损伤的增长,较少的弹性波可以通过损伤区域,从而降低了所获得信号的能量。通过数值和实验两种方式对具有不同跨中裂纹深度的一组水泥梁进行了测试。开发了一种基于小波包的能量指数 (WPEI) 的损伤定量指标。数值和实验结果均表明,WPEI 随裂纹深度的增加而减小。基于回归分析,观察到 WPEI 与裂纹深度之间存在很强的线性关系。通过参考线性关系,可以使用 WPEI 以较高的精度估计裂纹深度。结果表明,使用 IPA 和 WPEI 可以实时定量测量水泥梁中的裂纹深度。