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Testbed for structural health monitoring of long-span suspension bridges

机译:大跨度悬索桥结构健康监测试验台

摘要

Comprehensive structural health monitoring systems have been developed and installed in several long-span suspension bridges around the world, aiming to monitor structural health conditions of the bridges in real time. Nevertheless, many key issues remain unsolved, such as how to take full advantage of the health monitoring system for effective and reliable damage detection of these complex structures. An innovative testbed was therefore established in a laboratory to allow researchers to recreate rational damage scenarios, apply different sensors and sensing networks, and test various damage detection algorithms. The design principles of the laboratory-based testbed are introduced. The paper will then outline the design and setup of a physical model for a long-span suspension bridge, which will consider various damage scenarios. Geometric measurements and modal tests were subsequently carried out to identify its geometric configuration and dynamic characteristics, respectively. The finite-element modeling of the physical bridge model was finally established using a commercial software package, which was followed by a finite-element model updating the use of the measured modal properties. This testbed, comprising of the delicate physical model and the updated finite-element model of a long-span suspension bridge, could solve a benchmark problem for the structural health monitoring of long-span suspension bridges.
机译:在世界各地的几座大跨度悬索桥中已经开发并安装了全面的结构健康监测系统,旨在实时监测桥梁的结构健康状况。尽管如此,许多关键问题仍未解决,例如如何充分利用健康监控系统对这些复杂结构进行有效,可靠的损坏检测。因此,在实验室中建立了一个创新的测试平台,以使研究人员能够重现合理的损坏情况,应用不同的传感器和传感网络以及测试各种损坏检测算法。介绍了基于实验室的测试平台的设计原理。然后,本文将概述大跨度悬索桥的物理模型的设计和设置,其中将考虑各种损坏情况。随后进行了几何测量和模态测试,分别确定了其几何构型和动态特性。最终,使用商业软件包建立了物理桥梁模型的有限元建模,随后是一个有限元模型,更新了所测模态特性的使用。该试验台由精细的物理模型和更新的大跨度悬索桥有限元模型组成,可以解决大跨度悬索桥结构健康监测的基准问题。

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