Damage Identification of Bridge Based on Multi-branch Convolutional Neural Network under Moving Load

Authors

  • Chao Wang
    Affiliation
    Department of Road and Bridge Engineering, School of Civil Engineering, Hubei University of Technology, Nanli Road No. 28, 430068 Wuhan, China Key Laboratory of Health Intelligent Perception and Ecological Restoration of River and Lake, Ministry of Education, Civil Engineering Building,No. 28, Nanli Road, 430068 Wuhan, China
  • Hang Zhang
    Affiliation
    Department of Road and Bridge Engineering, School of Civil Engineering, Hubei University of Technology, Nanli Road No. 28, 430068 Wuhan, China
  • Gui-Ning Han
    Affiliation
    Department of Road and Bridge Engineering, School of Civil Engineering, Hubei University of Technology, Nanli Road No. 28, 430068 Wuhan, China
  • Dan Li
    Affiliation
    School of Civil Engineering, Southeast University, Civil Engineering Teaching and Research Building, No. 2, Southeast University Road, Jiangning District, 211189 Nanjin, Jiangshu, China
https://doi.org/10.3311/PPci.43406

Abstract

To address the challenge of detecting damage in a large number of in-service small and medium-span bridges, this study proposes a damage identification method based on a multi-branch convolutional neural network (CNN) under moving loads. Two CNN architectures—a dual-branch model and a multi-branch model—are developed for structural damage identification. The sensitivity of damage identification to sensor location is also investigated. First, various damage scenarios are simulated using a finite element model of a bridge. The structure is excited by a moving vehicle load, and the resulting structural vibration responses are extracted through transient analysis. These responses are then used as input to train and validate the established CNN models. Finally, the effectiveness and accuracy of the proposed method are verified through a laboratory-scale model test. The results demonstrate that both the dual-branch and multi-branch CNN models exhibit higher computational efficiency and better identification performance than a single-branch CNN model under multiple damage scenarios. Furthermore, the identification results show no obvious difference among sensors placed at different locations for the same damage case.

Keywords:

damage identification, convolutional neural network, moving load, finite element analysis, bridge damage

Citation data from Crossref and Scopus

Published Online

2026-04-28

How to Cite

Wang, C., Zhang, H., Han, G.-N., Li, D. “Damage Identification of Bridge Based on Multi-branch Convolutional Neural Network under Moving Load”, Periodica Polytechnica Civil Engineering, 2026. https://doi.org/10.3311/PPci.43406

Issue

Section

Research Article