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基于压电陶瓷材料检测既有矩形钢管混凝土柱中模拟及意外界面脱粘缺陷存在性与位置的试验研究

Experimental Study on the Detection of the Existence and Location of Mimicked and Unexpected Interface Debonding Defects in an Existing Rectangular CFST Column with PZT Materials.

作者信息

Liu Qian, Xu Bin, Chen Genda, Ni Weilong, Liu Zhixun, Lin Chun, Zhuang Zhiyou

机构信息

School of Civil Engineering, Huaqiao University, Xiamen 361021, China.

Key Laboratory for Intelligent Infrastructure and Monitoring of Fujian Province, Huaqiao University, Xiamen 361021, China.

出版信息

Materials (Basel). 2024 Jun 27;17(13):3154. doi: 10.3390/ma17133154.

Abstract

Interface bonding conditions between concrete and steel materials play key roles in ensuring the composite effect and load-carrying capacity of concrete-steel composite structures such as concrete-filled steel tube (CFST) members in practice. A method using both surface wave and electromechanical impedance (EMI) measurement for detecting the existence and the location of inaccessible interface debonding defects between the concrete core and steel tube in CFST members using piezoelectric lead zirconate titanate (PZT) patches as actuators and sensors is proposed. A rectangular CFST specimen with two artificially mimicked interface debonding defects was experimentally verified using PZT patches as the actuator and sensor. By comparing the surface wave measurement of PZT sensors at different surface wave travelling paths under both a continuous sinusoidal signal and a 10-period sinusoidal windowed signal, three potential interface debonding defects are quickly identified. Furthermore, the accurate locations of the three detected potential interface debonding defects are determined with the help of EMI measurements from a number of additional PZT sensors around the three potential interface debonding defects. Finally, the accuracy of the proposed interface debonding detection method is verified with a destructive observation by removing the local steel tube at the three detected interface debonding locations. The observation results show that the three detected interface debonding defects are two mimicked interface debonding defects, and an unexpected debonding defect occurred spontaneously due to concrete shrinkage in the past one and a half years before conducting the test. Results in this study indicate that the proposed method can be an efficient and accurate approach for the detection of unknown interface debonding defects in existing CFST members.

摘要

在实际工程中,混凝土与钢材之间的界面粘结条件对于确保钢管混凝土(CFST)构件等混凝土 - 钢组合结构的组合效应和承载能力起着关键作用。本文提出了一种利用表面波和机电阻抗(EMI)测量的方法,以压电锆钛酸铅(PZT)贴片作为激励器和传感器,来检测CFST构件中混凝土核心与钢管之间难以接近的界面脱粘缺陷的存在及位置。使用PZT贴片作为激励器和传感器,对一个带有两个人为模拟界面脱粘缺陷的矩形CFST试件进行了实验验证。通过比较在连续正弦信号和10周期正弦加窗信号下,不同表面波传播路径上PZT传感器的表面波测量结果,快速识别出三个潜在的界面脱粘缺陷。此外,借助位于三个潜在界面脱粘缺陷周围的多个额外PZT传感器的EMI测量结果,确定了这三个检测到的潜在界面脱粘缺陷的准确位置。最后,通过在三个检测到的界面脱粘位置去除局部钢管进行破坏性观测,验证了所提出的界面脱粘检测方法的准确性。观测结果表明,检测到的三个界面脱粘缺陷中有两个是模拟的界面脱粘缺陷,并且在试验前的一年半时间里,由于混凝土收缩自发出现了一个意外的脱粘缺陷。本研究结果表明,所提出的方法可以成为检测现有CFST构件中未知界面脱粘缺陷的一种高效且准确的方法。

https://cdn.ncbi.nlm.nih.gov/pmc/blobs/1e85/11242848/fb5f3419d7fb/materials-17-03154-g001.jpg

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