Developing a multi-mode PZT sensing solution for active SHM in concrete structures

C. Providakis, K. Stefanaki, M. E. Voutetaki, J. Tsompanakis, M. Stavroulaki
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引用次数: 4

Abstract

Two damage detection and identification techniques are integrated in this work, including electromechanical impedance and guided waves methodologies, by using piezoelectric (PZT) patches bonded or embedded to the host structure. In particular, the electromechanical impedance has been used for identifying local damaged regions by monitoring the changes in structural mechanical properties, which are coupled with the electrical impedance of a PZT patch. In the guided wave propagation, one PZT patch acting as an actuator launches an elastic wave through the structure, which is can be measured by another PZT patch. The integration approach of these two methodologies is then straightforward because the same piezoelectric patch can be used for both methods. This integration approach is experimentally validated in this work by developing a reused and “multi-mode” sensing system for damage detection of concrete structures.
混凝土结构主动SHM多模PZT传感解决方案的研究
在这项工作中集成了两种损伤检测和识别技术,包括机电阻抗和导波方法,通过将压电(PZT)贴片粘合或嵌入到主体结构中。特别是,机电阻抗已被用于通过监测结构机械性能的变化来识别局部损伤区域,这些变化与PZT贴片的电阻抗相耦合。在导波传播中,一块PZT贴片作为致动器发射弹性波穿过结构,该弹性波可以被另一块PZT贴片测量。这两种方法的集成方法是直接的,因为相同的压电片可以用于两种方法。本研究通过开发可重复使用的“多模式”混凝土结构损伤检测传感系统,对这种集成方法进行了实验验证。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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