Determining the location and severity of a beam crack based on piezoelectric guided wave

Dansheng Wang, Hong-yuan Song, Dan-yan Shen, Hong-ping Zhu
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引用次数: 0

Abstract

In recent years, structural health monitoring has received extensive attention in civil and mechanical engineering communities. Due to direct and converse piezoelectric effect, piezoelectric materials, such as, PZT has provided a efficient sensing technique- piezoelectric guided wave for structural health monitoring. In this paper, a numerical study on crack identification of a cantilever steel beam based on piezoelectric guided wave has been addressed, where two PZT patches were attached to the top and bottom surfaces at the free end of beam and used as the actuator and the sensor, respectively. The interaction of the guided waves with crack, simulated by notches of varying depths or locations, is also modeled, from which the location and severity of a beam crack can be determined by the location and amplitude of additional reflected wave induced by the presence of crack.
基于压电导波的梁裂纹位置和严重程度的确定
近年来,结构健康监测受到土木工程界和机械工程界的广泛关注。由于压电材料(如PZT)的正压电和逆压电效应,为结构健康监测提供了一种有效的传感技术——压电导波。本文对基于压电导波的悬臂钢梁裂纹识别进行了数值研究,在梁的自由端上端和下端分别附加两个压电导波片作为致动器和传感器。通过不同深度或位置的缺口模拟导波与裂纹的相互作用,也建立了模型,从中可以通过裂纹存在引起的附加反射波的位置和振幅来确定梁裂纹的位置和严重程度。
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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