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EMI based monitoring of early-age characteristics of concrete and comparison of serial/parallel multi-sensing technique

机译:基于EMI的混凝土早期特性监测以及串/并联多传感技术的比较

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Changes in admittance signatures measured using Electro-Mechanical Impedance (EMI) technique with a lead zirconate titanate (PZT) transducer, embedded in concrete is an indirect estimate of the localised changes in dynamic stiffness of the concrete in the proximity of the sensor. Experiments and observations of the EMI signatures obtained from PZT sensors bonded onto identical plates and embedded in concrete cubes with two sets of curing have been presented. Also, experiments are conducted on a concrete beam embedded with six PZT sensors bonded on carrier plates of differing thickness by subjecting the beam to differential curing. Feature extraction on the admittance signatures is carried out to identify the early age strength gain characteristics in the concrete. EMI measurements have been continued for 28 days until the signatures asymptote to vanishing changes. The contribution of the present work is the application of serial/parallel connected sensors embedded in concrete (in a Multi Input Single Output, MISO mode), that can be typically deployed in a large scale structural health monitoring (SHM) scenario. A novel methodology for separating the electrical and mechanical coupling in a multiplexed sensing scenario is a notable contribution. A hitherto unreported invariant factor which is obtained as the ratio of the parallel and serial admittance signatures is reasoned out and the removal of this results in separating the constant electrical admittance from the mechanical admittance. Well separated resonant peaks in the admittance signature is a pre-requisite for tracking and observing the changes, which is achieved through plates of different thickness resulting in different ultrasonic resonant modes. In the composite EMI signature which is representative of many sensors, individual peaks could be associated with separate sensors and their influencing regions. (C) 2018 Elsevier Ltd. All rights reserved.
机译:使用机电阻抗(EMI)技术和嵌入到混凝土中的锆钛酸铅(PZT)换能器测量的导纳签名的变化是传感器附近混凝土动态刚度局部变化的间接估计。已经介绍了从PZT传感器获得的EMI信号的实验和观察结果,这些传感器被粘合到相同的板上并通过两组固化嵌入到混凝土立方体中。此外,还对通过嵌入六个不同厚度的PZT传感器的混凝土梁进行差异化固化而对混凝土梁进行了实验。对导纳签名进行特征提取以识别混凝土的早期强度增加特征。 EMI测量已连续进行了28天,直到标志逐渐消失为止。当前工作的贡献是嵌入在混凝土中的串行/并行连接传感器的应用(在多输入单输出,MISO模式下),该传感器通常可以部署在大型结构健康监测(SHM)场景中。在多路复用传感方案中分离电气和机械耦合的新颖方法是一个显着贡献。推理出迄今未报告的不变因子,该常数是通过并联和串联导纳签名之比获得的,去除该常数会导致恒定的电导纳与机械导纳分离。导纳信号中分离良好的共振峰是跟踪和观察变化的先决条件,这是通过不同厚度的板实现不同的超声共振模式来实现的。在代表许多传感器的复合EMI签名中,各个峰值可能与单独的传感器及其影响区域相关联。 (C)2018 Elsevier Ltd.保留所有权利。

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