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Local wave propagation analysis in concrete-filled steel tubes with spectral element method using absorbing layers - Part Ⅱ: Application in coupling system

机译:具有吸收层的光谱元件法的混凝土钢管局部波传播分析 - 第Ⅱ部分:在耦合系统中的应用

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In this paper, a two-dimensional (2D) time domain spectral element method (SEM) is developed for concrete-filled steel tube (CFST) and piezoelectric lead zirconate titanate (PZT) patches coupling system, where the piezoelectric and inverse piezoelectric effect of PZT actuator and sensor and their coupling effect with CFST are considered. The local wave field and the response of the embedded PZT sensor was numerically studied in a substructure of the CFST coupled with PZT patches and surrounded by absorbing layers with increasing damping (ALID) and the performance of the ALID in attenuating wave reflection at boundaries of the coupling substructure model is further investigated. Then, numerical simulation on the effect of interface debonding defect on local wave propagation within the coupling substructure model surrounded by the designed ALID was carried out. By comparing the displacement-based wave fields and the response of the embedded PZT sensor within the substructure, the effect of interface debonding defect on the wave propagation along the steel tube and in the concrete core, and the time history of the response voltage of the embedded PZT sensor is investigated in detail. Numerical results show that interface debonding defects in the substructure leads to changes in the wave propagation path, the local wave field, the time duration of wave travelling to the embedded PZT sensor from the PZT actuator mounted on the surface of the steel tube of CFST, as well as response voltage of the embedded PZT sensor. In addition, PZT sensor measurement is sensitive to the length of interface debonding defects but insensitive to their depth. SEM for the coupling substructure model with ALID instead of the model of whole cross section of CFST provides an efficient way to simulate the local elastic wave propagation for understanding the mechanism of the interface debonding defects detection approach based on wave measurement.
机译:本文采用二维(2D)时域光谱元件(SEM)用于混凝土钢管(CFST)和压电引线钛酸钛酸盐(PZT)贴片系统,其中压电和反逆压电效应考虑PZT执行器和传感器及其与CFST的耦合效果。局部波场和嵌入式PZT传感器的响应在与PZT贴片的CFST的副结构中进行了数量研究,并通过吸收层围绕着增加阻尼(含外)和Alid在衰减波反射中的性能进一步研究了耦合子结构模型。然后,执行关于界面剥离缺陷对由设计的外部围绕的耦合子结构模型内局部波传播的界面剥离缺陷的数值模拟。通过比较基于位移的波场和嵌入式PZT传感器在子结构内的响应,接口剥离缺陷对钢管和混凝土芯的波传播的影响,以及响应电压的时间历史详细研究了嵌入式PZT传感器。数值结果表明,下部结构中的界面剥离缺陷导致波传播路径,局部波场,从安装在CFST的钢管表面上的PZT致动器到嵌入式PZT传感器的波浪场。以及嵌入式PZT传感器的响应电压。此外,PZT传感器测量对接口剥离缺陷的长度敏感,但对其深度不敏感。 SEM用于耦合子结构模型,包括CFST的整个横截面模型提供了一种有效的方法来模拟局部弹性波传播,了解基于波测量的接口剥离缺陷检测方法的接口剥离缺陷检测方法的机制。

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