School of Civil Engineering, Changsha University of Science and Technology, Changsha 410114, China.
Department of Mechanical Engineering, University of Houston, Houston, TX 77204, USA.
Sensors (Basel). 2018 Nov 15;18(11):3973. doi: 10.3390/s18113973.
Modular bridge expansion joints (MBEJs) are commonly used in bridges and are often subjected to fatigue damages, which necessitate fatigue monitoring of MBEJs to ensure the reliable operation of the bridges. In this paper, a stress wave based active sensing approach using piezoceramic transducers is developed to monitor the fatigue damage of MBEJ. A MBEJ involves mainly center beam, edge beam, support bar, support box, sliding bearing, sliding spring, elastomeric strip seal, full-penetration weld and reinforcing plate. In practice, for a MBEJ, the part that is most prone to fatigue damage is the full-penetration weld between the center beam and the support bar. In this paper, a specimen, which is the full-scale center-beam/support-bar (CB/SB) assembly, was designed and fabricated to facilitate the experimental study. The assembly mainly includes center beam, support bar, reinforcing plate, and full-penetration weld. The lead zirconate titanate (PZT) transducer bonded on the support bar was used as the actuator and the PZT transducer mounted on the center beam was as the sensor. Dial indicators were utilized to measure the vertical displacement of the center beam. Two series of tests, including static test, and fatigue test, were performed on the specimen in an alternating fashion. Based on the number of cyclic loading, the experiment was divided into six different stages: 0th cycle (the healthy state), 0.8 million cycles, 1.6 million cycles, 2.4 million cycles, 3.2 million cycles, and 4 million cycles. The signals received by the PZT sensor were analyzed with the help of wavelet packet analysis. In addition, the structure stiffness also was considered as a comparative approach in this paper. Experimental results show that during the fatigue test, the structure stiffness decreases with the number of cycle loading. However, the method can only obtain the fatigue damage impact on the entire structure, and cannot determine the fatigue damage degree of a certain weld. On the other hand, the proposed method can accurately monitor the fatigue damage degree of full-penetration welds. The research results show that the developed piezoceramic enabled active sensing approach can monitor and estimate the fatigue damage in MBEJ in real-time.
模块化桥梁伸缩缝(MBEJ)常用于桥梁,经常受到疲劳损伤,因此需要对 MBEJ 进行疲劳监测,以确保桥梁的可靠运行。本文提出了一种基于应力波的主动传感方法,利用压电陶瓷传感器监测 MBEJ 的疲劳损伤。MBEJ 主要由中梁、边梁、支撑梁、支撑箱、滑动轴承、滑动弹簧、弹性带密封、全熔透焊缝和加强板组成。在实际应用中,对于 MBEJ,最容易发生疲劳损伤的部分是中梁与支撑梁之间的全熔透焊缝。本文设计并制作了一个全尺寸的中梁/支撑梁(CB/SB)组件作为试件,以便进行实验研究。组件主要包括中梁、支撑梁、加强板和全熔透焊缝。粘贴在支撑梁上的锆钛酸铅(PZT)传感器作为驱动器,粘贴在中梁上的 PZT 传感器作为传感器。百分表用于测量中梁的垂直位移。对试件进行了静态试验和疲劳试验两种交替试验。根据循环加载次数,实验分为六个不同阶段:第 0 周期(健康状态)、0.8 百万次循环、1.6 百万次循环、2.4 百万次循环、3.2 百万次循环和 4 百万次循环。PZT 传感器接收到的信号通过小波包分析进行分析。此外,结构刚度也作为一种比较方法在本文中进行了考虑。实验结果表明,在疲劳试验中,结构刚度随循环加载次数的增加而减小。然而,该方法只能获得整个结构的疲劳损伤影响,而不能确定某个焊缝的疲劳损伤程度。另一方面,所提出的方法可以准确监测全熔透焊缝的疲劳损伤程度。研究结果表明,所开发的压电陶瓷激活传感方法可以实时监测和估计 MBEJ 的疲劳损伤。