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Simultaneous identification method of damage and vehicle parameters on bridges utilizing long-gauge strain influence line under moving vehicle loads

机译:车辆荷载作用下长应变应变影响线的桥梁损伤与车辆参数同时识别方法

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Currently, there have been plenty of researches conducted for two main problems in structural health monitoring, damage and vehicle parameter identification on bridges. However, only a handful of methods could achieve these two functions synchronously, which would cause the redundancy of sensors also the rise of cost in monitoring system. In this paper, a method to identify damage and vehicle parameters, such as axle load, wheelbase and velocity on a bridge simultaneously was proposed, based on the influence line of long-gauge strain. The influence line of long-gauge strain was derived primarily according to conventional strain influence line theory, at the basis of which the relationships among the local element bending stiffness of bridge, vehicle parameters and long-gauge strain were figured out then. The two order difference of long-gauge strain was chosen as the key index to found this identification method. Finally, to verify the reliability of this method, a set of numerical simulations was conducted, whose results showed that this method exhibited good performance.
机译:当前,已经对结构健康监测中的两个主要问题,桥梁的损伤和车辆参数识别进行了大量研究。但是,只有极少数的方法可以同时实现这两个功能,这将导致传感器的冗余以及监视系统成本的上升。本文提出了一种基于长规应变影响线的损伤识别方法和车辆参数,如桥载荷,轴距和速度。主要根据传统的应变影响线理论推导了大应变的影响线,在此基础上,得出了桥梁局部单元的抗弯刚度,车辆参数和大应变的关系。选择长规应变的二阶差作为确定该识别方法的关键指标。最后,为验证该方法的可靠性,进行了一组数值模拟,结果表明该方法具有良好的性能。

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