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Optimization of PZT Rebar Active Sensing System and Its Application for CA Mortar Layer Fell-off Detection

机译:PZT钢筋主动传感系统的优化及其在CA砂浆掉落检测中的应用

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An active sensing diagnostic system for reinforced concrete SHM has been under investigation. PZT elements were mounted on the surface of reinforced bar to form a smart rebar system. Test results show that the system based guided wave can detect the damage of the concrete structure, and it is sensitive to anomalies in structures. But the damping of concrete is high, which causes energy to be dissipated fast when transmitting through it, and lead to the amplitude of output signal be too small to be used in real engineering application. System optimization has been performed based on experimental tests and numerical simulation. By changing both PZT layout and size, test results showed that the output signals have been increased significantly with magnitudes. Then the optimized active sensing system has been applied to explore the detection of the fell-off of CA layer. CA layer fell-off is the most common defect in ballast less track, one of the key element of high speed railway structure. Through the experimental tests, it proves that the amplitude of output signal will be decreased exponentially with increase of the thickness of covered concrete around the rebar, which implies that the output signal's amplitude would be increased noticeably with CA mortar layer's fell-off. This leads to a potential method to monitor the fell-off of CA mortar layer.
机译:用于钢筋混凝土SHM的主动传感诊断系统已经在研究中。将PZT元件安装在钢筋表面上,以形成智能钢筋系统。测试结果表明,基于系统的导波能够检测混凝土结构的损伤,并且对结构异常敏感。但是混凝土的阻尼很高,导致能量在通过时会很快耗散,导致输出信号的幅度太小,无法在实际工程中使用。系统优化是基于实验测试和数值模拟进行的。通过更改PZT布局和尺寸,测试结果表明输出信号已随幅度显着增加。然后,将经过优化的有源传感系统用于探索CA层脱落的检测。 CA层脱落是无ball轨道中最常见的缺陷,无ball轨道是高速铁路结构的关键要素之一。通过实验测试证明,随着钢筋周围覆盖混凝土厚度的增加,输出信号的幅度将呈指数下降,这意味着随着CA砂浆层的脱落,输出信号的幅度将显着增加。这导致了一种潜在的方法来监控CA砂浆层的脱落。

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