Engineering Research Center for Large Highway Structure Safety of the Ministry of Education, Chang'an University, Xi'an 710064, China.
State Key Laboratory of Coastal and Offshore Engineering, Dalian University of Technology, Dalian 116024, China.
Sensors (Basel). 2018 Nov 18;18(11):4018. doi: 10.3390/s18114018.
Steel strands are widely used in cable stay or suspension bridges. The safety and stability of steel strands are important issues during their operation period. Steel strand is subjected to various types of prestress loss which loosens the wedge anchorage system, negatively impacting the stability of the structure and even leading to severe accidents. In this paper, the authors propose a time reversal (TR) method to monitor the looseness status of the wedge anchorage system by using stress wave based active sensing. As a commonly used piezoceramic material, Lead Zirconate Titanate (PZT) with a strong piezoelectric effect is employed. In the proposed active sensing approach, PZT patches are used as sensors and actuators to monitor the steel strand looseness status. One PZT patch is bonded to the steel strand, one PZT patch is bonded to the wedges, and another PZT patch is bonded to the barrel. There are three different interfaces of the wedge anchorage system to monitor the steel strand looseness status. In the first method, the PZT patch on the steel strand is used as an actuator to generate a stress wave and the PZT patch on the wedge is used as a sensor to detect the propagated waves through the wedge anchorage system. In the second method, the PZT patch on the steel strand is used as an actuator to generate a stress wave and the PZT patch on the barrel is used as a sensor to detect the propagated waves through the wedge anchorage system. In the third method, the PZT patch on the wedges is used as an actuator to generate a stress wave and the PZT patches on the barrel is used as a sensor to detect the propagated waves through the wedge anchorage system, of which the looseness will directly impact the stress wave propagation. The TR method is utilized to analyze the transmitted signal between PZT patches through the wedge anchorage system. Compared with the peak values of the TR focused signals, it can be found that the peak value increases as the wedge anchorage system tightness increases. Therefore, the peak value of the TR focused signal can be used to monitor the tightness of the steel strand. In addition, the experimental results demonstrated the time reversal method's reliability, sensitivity and anti-noise property.
钢绞线广泛应用于斜拉桥或悬索桥中。在其使用期间,钢绞线的安全性和稳定性是重要问题。钢绞线会受到各种类型的预应力损失,这会使楔形锚固系统松动,从而对结构的稳定性产生负面影响,甚至导致严重事故。在本文中,作者提出了一种基于应力波的主动传感的时间反转(TR)方法来监测楔形锚固系统的松动状态。作为一种常用的压电陶瓷材料,钛酸铅锆(PZT)具有很强的压电效应,被用于该方法。在提出的主动传感方法中,PZT 贴片被用作传感器和致动器来监测钢绞线的松动状态。一个 PZT 贴片粘贴在钢绞线上,一个 PZT 贴片粘贴在楔形块上,另一个 PZT 贴片粘贴在筒上。有三个不同的楔形锚固系统界面来监测钢绞线的松动状态。在第一种方法中,钢绞线的 PZT 贴片用作致动器以产生应力波,楔形块上的 PZT 贴片用作传感器以检测通过楔形锚固系统传播的波。在第二种方法中,钢绞线的 PZT 贴片用作致动器以产生应力波,筒上的 PZT 贴片用作传感器以检测通过楔形锚固系统传播的波。在第三种方法中,楔形块上的 PZT 贴片用作致动器以产生应力波,筒上的 PZT 贴片用作传感器以检测通过楔形锚固系统传播的波,其中松动会直接影响应力波的传播。TR 方法用于分析通过楔形锚固系统的 PZT 贴片之间的传输信号。与 TR 聚焦信号的峰值相比,可以发现,随着楔形锚固系统的紧固度增加,峰值增加。因此,TR 聚焦信号的峰值可用于监测钢绞线的紧固度。此外,实验结果证明了时间反转方法的可靠性、灵敏度和抗噪声性。