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Finite Element Analysis of Grouting Compactness Monitoring in a Post-Tensioning Tendon Duct Using Piezoceramic Transducers

机译:使用压电陶瓷传感器的张紧后张紧风管中注浆密实度监测的有限元分析

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摘要

With the development of the post-tensioning technique, prestressed concrete structures have been widely used in civil engineering. To ensure the long-term effectiveness of the prestressed tendon, the grouting quality of the tendon duct is one of the important factors. However, it is still a challenge to monitor the grouting quality of post-tensioning tendon ducts, due to the invisibility of the grouting. The authors’ previous work proposed a real-time method that employed a stress wave-based active sensing approach with piezoceramic transducers to monitor the grouting compactness of a Post-Tensioning Tendon Duct (PTTD). To further understand the piezoceramic induced stress wave propagation in the PTTD with different grouting levels, this paper develops a two-dimensional finite element model for monitoring the grouting compactness of the tendon duct with a piezoceramic transducer. A smart aggregate (SA) developed to utilize one Lead Zirconate Titanate (PZT) transducer with marble protection is installed in the center location of the tendon duct as an actuator. Two PZT patches are bonded on the bottom and top surface of the tendon duct as the sensors. The analysis results show that the finite element analysis results are in good agreement with the experimental results, which demonstrates that the finite element analysis is feasible and reliable. For the top half of the specimen, not much stress wave could be detected before the full grouting level, except for negligible signals that may propagate through the walls of the tendon duct. When the tendon duct grouting is at 100%, the stress wave propagates to the top of the specimen, and the displacements are symmetric in both left-right and top-bottom directions before the stress waves reach the boundary. The proposed two-dimensional finite element model has the potential to be implemented to simulate the stress wave propagation principle for monitoring grouting compaction of the post-tensioning tendon duct.
机译:随着后张技术的发展,预应力混凝土结构已广泛应用于土木工程中。为了保证预应力筋的长期有效性,筋管的注浆质量是重要的因素之一。然而,由于注浆的不可见性,监测张紧后的肌腱管的注浆质量仍然是一个挑战。作者的先前工作提出了一种实时方法,该方法采用基于应力波的主动传感方法和压电陶瓷换能器,以监测张紧后的腱索(PTTD)的灌浆紧密度。为了进一步了解在不同灌浆水平下PTTD中压电陶瓷引起的应力波的传播,本文建立了一个二维有限元模型,用压电陶瓷换能器监测腱管的灌浆紧密度。一种智能骨料(SA)开发为利用一个带大理石保护层的锆钛酸铅(PZT)传感器作为驱动器安装在肌腱导管的中心位置。将两个PZT贴片粘合在肌腱管的底部和顶部表面作为传感器。分析结果表明,有限元分析结果与实验结果吻合较好,说明了有限元分析的可行性和可靠性。对于标本的上半部分,在完全灌浆之前没有检测到很大的应力波,除了可以通过腱管壁传播的可忽略的信号。当肌腱管注浆为100%时,应力波传播到试样的顶部,并且在应力波到达边界之前,位移在左右方向和上下方向上都是对称的。提出的二维有限元模型有可能被实现来模拟应力波传播原理,以监测张拉后的腱管的灌浆压实。

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