Ana Fernandez-Navamuel, D. Pardo, Filipe Magalhães, Diego Zamora-Sánchez, Á. J. Omella, D. García-Sánchez
{"title":"Deep neural network for damage detection in Infante Dom Henrique bridge using multi-sensor data","authors":"Ana Fernandez-Navamuel, D. Pardo, Filipe Magalhães, Diego Zamora-Sánchez, Á. J. Omella, D. García-Sánchez","doi":"10.1177/14759217241227455","DOIUrl":null,"url":null,"abstract":"This paper proposes a data-driven approach to detect damage using monitoring data from the Infante Dom Henrique bridge in Porto. The main contribution of this work lies in exploiting the combination of raw measurements from local (inclinations and stresses) and global (eigenfrequencies) variables in a full-scale structural health monitoring application. We exhaustively analyze and compare the advantages and drawbacks of employing each variable type and explore the potential of combining them. An autoencoder-based deep neural network is employed to properly reconstruct measurements under healthy conditions of the structure, which are influenced by environmental and operational variability. The damage-sensitive feature for outlier detection is the reconstruction error that measures the discrepancy between current and estimated measurements. Three autoencoder architectures are designed according to the input: local variables, global variables, and their combination. To test the performance of the methodology in detecting the presence of damage, we employ a finite element model to calculate the relative change in the structural response induced by damage at four locations. These relative variations between the healthy and damaged responses are employed to affect the experimental testing data, thus producing realistic time-domain damaged measurements. We analyze the receiver operating characteristic curves and investigate the latent feature representation of the data provided by the autoencoder in the presence of damage. Results reveal the existence of synergies between the different variable types, producing almost perfect classifiers throughout the performed tests when combining the two available data sources. When damage occurs far from the instrumented sections, the area under the curve in the combined approach increases [Formula: see text] compared to using local variables only. The classificatoin metrics also demonstrate the enhancement of combining both sources of data in the damage detection task, reaching close to [Formula: see text] precision values for the four considered test damage scenarios. Finally, we also investigate the capability of local variables to localize the damage, demonstrating the potential of including these variables in the damage detection task.","PeriodicalId":515545,"journal":{"name":"Structural Health Monitoring","volume":" 33","pages":""},"PeriodicalIF":0.0000,"publicationDate":"2024-03-22","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Structural Health Monitoring","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.1177/14759217241227455","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 0
Abstract
This paper proposes a data-driven approach to detect damage using monitoring data from the Infante Dom Henrique bridge in Porto. The main contribution of this work lies in exploiting the combination of raw measurements from local (inclinations and stresses) and global (eigenfrequencies) variables in a full-scale structural health monitoring application. We exhaustively analyze and compare the advantages and drawbacks of employing each variable type and explore the potential of combining them. An autoencoder-based deep neural network is employed to properly reconstruct measurements under healthy conditions of the structure, which are influenced by environmental and operational variability. The damage-sensitive feature for outlier detection is the reconstruction error that measures the discrepancy between current and estimated measurements. Three autoencoder architectures are designed according to the input: local variables, global variables, and their combination. To test the performance of the methodology in detecting the presence of damage, we employ a finite element model to calculate the relative change in the structural response induced by damage at four locations. These relative variations between the healthy and damaged responses are employed to affect the experimental testing data, thus producing realistic time-domain damaged measurements. We analyze the receiver operating characteristic curves and investigate the latent feature representation of the data provided by the autoencoder in the presence of damage. Results reveal the existence of synergies between the different variable types, producing almost perfect classifiers throughout the performed tests when combining the two available data sources. When damage occurs far from the instrumented sections, the area under the curve in the combined approach increases [Formula: see text] compared to using local variables only. The classificatoin metrics also demonstrate the enhancement of combining both sources of data in the damage detection task, reaching close to [Formula: see text] precision values for the four considered test damage scenarios. Finally, we also investigate the capability of local variables to localize the damage, demonstrating the potential of including these variables in the damage detection task.
本文提出了一种数据驱动的方法,利用波尔图 Infante Dom Henrique 桥的监测数据检测损坏情况。这项工作的主要贡献在于将局部(倾角和应力)和全局(特征频率)变量的原始测量数据结合起来,用于全面的结构健康监测应用。我们详尽分析和比较了采用每种变量类型的优缺点,并探索了将它们结合起来的潜力。我们采用了基于自动编码器的深度神经网络,以正确重建结构健康状况下的测量值,这些测量值受到环境和运行变化的影响。用于离群点检测的损伤敏感特征是重构误差,它衡量了当前测量值与估计测量值之间的差异。根据输入:局部变量、全局变量和它们的组合,设计了三种自动编码器架构。为了测试该方法在检测是否存在损坏方面的性能,我们采用有限元模型来计算四个位置的损坏所引起的结构响应的相对变化。健康响应和损坏响应之间的这些相对变化被用来影响实验测试数据,从而产生真实的时域损坏测量结果。我们分析了接收器工作特征曲线,并研究了自动编码器提供的数据在受损情况下的潜在特征表示。结果表明,不同变量类型之间存在协同效应,在结合两种可用数据源进行测试的整个过程中,都能产生几乎完美的分类器。与仅使用本地变量相比,当损坏发生在远离仪器的路段时,组合方法的曲线下面积会增大[公式:见正文]。分类指标也证明了在损坏检测任务中结合两种数据源的效果,在四种测试损坏情况下,精度值接近[公式:见正文]。最后,我们还研究了局部变量定位损坏的能力,证明了将这些变量纳入损坏检测任务的潜力。