钢管混凝土柱断面界面剥离缺陷检测试验研究
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国家科技合作与交流专项基金资助项目(2014DFE70230);高等学校博士学科点专项科研基金资助项目(20120161110023)

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Experimental Study on Interface Debonding Defect Detection for a CFST Specimen With PZT
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    摘要:

    提出一种基于压电陶瓷激励与传感技术的钢管混凝土柱界面粘结缺陷检测方法。将嵌入式压电功能元和粘贴在钢管外壁的压电陶瓷片分别作为驱动器和传感器,比较不同频率简谐信号下传感器测量幅值,发现界面剥离区域传感器测量信号幅值明显小于无剥离区域传感器信号幅值,探讨了不同激励频率下所定义的损伤指标的变化。

    Abstract:

    In this study, a PZTbased interface debonding defect detection approach for concretefilled steel tubular(CFST) column section is proposed and validated experimentally.The embedded piezobased functional elements(EPFEs) and piezoelectric ceramic(PZT) patches bonded on the outer surface of the steel tubular are used as the actuator and sensor respectively.Based on the amplitude of the measurement of the PZT patches under the sinusoidal excitations with different frequencies,the interface debonding defects are detected successfully by comparing the amplitude of the measurement. The defined damage index change with the different excitation frequencies is investigated.

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邓海明,李彦贺,王鸿章,许斌.钢管混凝土柱断面界面剥离缺陷检测试验研究[J].压电与声光,2016,38(1):166-169. DENG Haiming, LI Yanhe, WANG Hongzhang, XU Bin. Experimental Study on Interface Debonding Defect Detection for a CFST Specimen With PZT[J]. PIEZOELECTRICS AND ACOUSTOOPTICS

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  • 在线发布日期: 2016-02-25
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