Damage Detection in Bridge via Adversarial-Based Transfer Learning

IF 4.6 2区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY
Zhenhua Nie, Shenshen Xu, Kaijian Chen, Lianli Xu, Yizhou Lin, Hongwei Ma
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Abstract

A novel structural damage detection (SDD) method is proposed in this work, which is based on adversarial-based transfer learning to achieve the cross-domain information transfer of damage locations between numerical simulations and real bridge structures. Although the advancement of numerical modeling technology makes it accessible for relatively accurate finite element (FE) models, it is still difficult to meet the needs of practical engineering. The idea of adversarial training is introduced to enable the traditional feature extraction network to obtain the domain independent features between the numerical simulation and the real bridge structure. The dynamic response data from the numerical simulations are labeled with damage, while those from the real structure are unlabeled. To verify the effectiveness of the proposed method, we established a FE model of a simply support beam and regarded it as the benchmark model, and the target model with discrepancies from the benchmark model is obtained by quantitatively increasing the uncertainties. The results of the simulation show that the proposed method can overcome the discrepancy caused by uncertainty to a certain extent compared with the traditional method and obtain a high damage localization accuracy on the target model. In the laboratory experiment, the proposed method still achieves promising results. The primary contributions of this work are twofold: first, it delves deeper into the effectiveness of adversarial training for extracting domain-invariant features, which are crucial for structural damage identification. Second, it provides a quantitative assessment of the performance degradation of traditional methods due to modeling errors and uncertainty. Additionally, it demonstrates the significant performance enhancement achieved by the proposed method.

Abstract Image

基于对抗性迁移学习的桥梁损伤检测
提出了一种基于对抗性迁移学习的结构损伤检测方法,实现了数值模拟与真实桥梁结构损伤位置的跨域信息传递。尽管数值模拟技术的进步使相对精确的有限元模型成为可能,但仍难以满足实际工程的需要。引入对抗训练的思想,使传统的特征提取网络能够获得数值模拟与真实桥梁结构之间的域无关特征。数值模拟得到的动力响应数据用损伤标记,而实际结构的动力响应数据不做标记。为了验证所提方法的有效性,我们建立了简支梁的有限元模型,并将其作为基准模型,通过定量增加不确定性得到与基准模型存在差异的目标模型。仿真结果表明,与传统方法相比,该方法在一定程度上克服了不确定性带来的差异,对目标模型具有较高的损伤定位精度。在实验室实验中,所提出的方法仍然取得了令人满意的结果。这项工作的主要贡献有两个方面:首先,它深入研究了提取领域不变特征的对抗训练的有效性,这对结构损伤识别至关重要。其次,对传统方法由于建模误差和不确定性导致的性能下降进行了定量评估。此外,它还证明了所提出的方法所取得的显著性能提高。
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来源期刊
Structural Control & Health Monitoring
Structural Control & Health Monitoring 工程技术-工程:土木
CiteScore
9.50
自引率
13.00%
发文量
234
审稿时长
8 months
期刊介绍: The Journal Structural Control and Health Monitoring encompasses all theoretical and technological aspects of structural control, structural health monitoring theory and smart materials and structures. The journal focuses on aerospace, civil, infrastructure and mechanical engineering applications. Original contributions based on analytical, computational and experimental methods are solicited in three main areas: monitoring, control, and smart materials and structures, covering subjects such as system identification, health monitoring, health diagnostics, multi-functional materials, signal processing, sensor technology, passive, active and semi active control schemes and implementations, shape memory alloys, piezoelectrics and mechatronics. Also of interest are actuator design, dynamic systems, dynamic stability, artificial intelligence tools, data acquisition, wireless communications, measurements, MEMS/NEMS sensors for local damage detection, optical fibre sensors for health monitoring, remote control of monitoring systems, sensor-logger combinations for mobile applications, corrosion sensors, scour indicators and experimental techniques.
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