Abstract
This study proposes a numerical investigation for rapid bridge damage detection based on a semi-supervised deep learning (DL) model and a damage index (DI)-based Gaussian process. The proposed damage detection method uses bridge response data (acceleration and displacement data) from various damage scenarios within a simply supported girder bridge subjected to a two-axle moving vehicle load. As for semi-supervised learning, we used a one-class convolutional neural network (OC-CNN) model. This model combines a one-class (OC) classification algorithm with a simple one-dimensional convolutional neural network (1D CNN) configuration. The performance of the proposed OC-CNN model was evaluated through a numerical example of a vehicle-bridge coupling system. The proposed OC-CNN model trained using acceleration data showed promising results for different vehicle weights and speeds. These results offer confidence in using the prediction error loss of the proposed OC-CNN model as an ideal damage-sensitive feature for rapid bridge damage detection. In addition, the Gaussian process used in the DI can classify the prediction error losses resulting from the change induced by different damage severities (10%, 20%, and 30%) and different types of damage scenarios (single damage, double damages, and multiple damages). These results emphasize the potential of the proposed damage detection method to monitor the state of bridges in practical engineering.
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References
Abdeljaber O, Avci O, Kiranyaz S, Gabbouj M, Inman DJ (2017) Real-time vibration-based structural damage detection using one-dimensional convolutional neural networks. Journal of Sound and Vibration 388:154–170, DOI: https://doi.org/10.1016/j.jsv.2016.10.043
Almutairi M, Nikitas N, Abdeljaber O, Avci O, Bocian M (2021) A methodological approach towards evaluating structural damage severity using 1d cnns. Structures
Au F, Cheng Y, Cheung Y (2001) Effects of random road surface roughness and long-term deflection of prestressed concrete girder and cable-stayed bridges on impact due to moving vehicles. Computers & Structures 79(8):853–872, DOI: https://doi.org/10.1016/S0045-7949(00)00180-2
Avci O, Abdeljaber O, Kiranyaz S, Hussein M, Inman DJ (2018) Wireless and real-time structural damage detection: A novel decentralized method for wireless sensor networks. Journal of Sound and Vibration 424:158–172, DOI: https://doi.org/10.1016/j.jsv.2018.03.008
Azimi M, Eslamlou AD, Pekcan G (2020) Data-driven structural health monitoring and damage detection through deep learning: State-of-the-art review. Sensors 20(10):2778, DOI: https://doi.org/10.3390/s20102778
Cha Y J, Choi W, Büyüköztürk O (2017) Deep learning-based crack damage detection using convolutional neural networks. Computer-Aided Civil and Infrastructure Engineering 32(5):361–378, DOI: https://doi.org/10.1111/mice.12263
Cicero T, Cawley P, Simonetti F, Rokhlin S (2009) Potential and limitations of a deconvolution approach for guided wave structural health monitoring. Structural Health Monitoring 8(5):381–395, DOI: https://doi.org/10.1177/1475921709102086
Dang H V, Raza M, Nguyen T V, Bui-Tien T, Nguyen HX (2020) Deep learning-based detection of structural damage using time-series data. Structure and Infrastructure Engineering, DOI: https://doi.org/10.1080/15732479.2020.1815225
Deng L, Cai C (2010) Identification of dynamic vehicular axle loads: Theory and simulations. Journal of Vibration and Control 16(14):2167–2194, DOI: https://doi.org/10.1177/1077546309351221
Ding B, Qian H, Zhou J (2018) Activation functions and their characteristics in deep neural networks. Chinese Control And Decision Conference (CCDC), June 9–11, Shenyang, China
Feng D, Feng MQ (2016) Output-only damage detection using vehicle-induced displacement response and mode shape curvature index. Structural Control and Health Monitoring 23(8):1088–1107, DOI: https://doi.org/10.1002/stc.1829
Gao Q, Wang Z, Guo B, Chen C (2014) Dynamic responses of simply supported girder bridges to moving vehicular loads based on mathematical methods. Mathematical Problems in Engineering 2014, DOI: https://doi.org/10.1155/2014/514872
Goh LD, Bakhary N, Rahman AA, Ahmad BH (2013) Application of neural network for prediction of unmeasured mode shape in damage detection. Advances in Structural Engineering 16(1):99–113, DOI: https://doi.org/10.1260/1369-4332.16.1.99
Gonzalez I, Karoumi R (2015) Bwim aided damage detection in bridges using machine learning. Journal of Civil Structural Health Monitoring 5(5):715–725, DOI: https://doi.org/10.1007/s13349-015-0137-4
Honda H, Kajikawa Y, Kobori T (1982) Spectra of road surface roughness on bridges. Journal of the Structural Division 108(9):1956–1966, DOI: https://doi.org/10.1061/JSDEAG.0006035
Kafle B, Zhang L, Mendis P, Herath N, Maizuar M, Duffield C, Thompson RG (2017) Monitoring the dynamic behavior of the merlynston creek bridge using interferometric radar sensors and finite element modeling. International Journal of Applied Mechanics 9(1):1750003, DOI: https://doi.org/10.1142/S175882511750003X
Kalybek M, Bocian M, Pakos W, Grosel J, Nikitas N (2021) Performance of camera-based vibration monitoring systems in input-output modal identification using shaker excitation. Remote Sensing 13(17):3471, DOI: https://doi.org/10.3390/rs13173471
Kingma DP, Ba J (2014) Adam: A method for stochastic optimization. ar**v preprint ar**v:1412.6980
Lawrence S, Giles CL, Tsoi AC, Back AD (1997) Face recognition: A convolutional neural-network approach. IEEE Transactions on Neural Networks 8(1):98–113, DOI: https://doi.org/10.1109/72.554195
Lecun Y, Bengio Y, Hinton G (2015) Deep learning. Nature 521(7553):436–444, DOI: https://doi.org/10.1038/nature14539
Lee K, Byun N, Shin DH (2020) A damage localization approach for rahmen bridge based on convolutional neural network. KSCE Journal of Civil Engineering 24(1):1–9, DOI: https://doi.org/10.1007/s12205-020-0707-9
Lee K, Jeong S, Sim S-H, Shin DH (2021b) Field experiment on a psc-i bridge for convolutional autoencoder-based damage detection. Structural Health Monitoring 20(4):1627–1643, DOI: https://doi.org/10.1177/1475921720926267
Lee JS, Kim HM, Kim SI, Lee HM (2021a) Evaluation of structural integrity of railway bridge using acceleration data and semi-supervised learning approach. Engineering Structures 239:112330, DOI: https://doi.org/10.1016/j.engstruct.2021.112330
Lin YZ, Nie ZH, Ma HW (2017) Structural damage detection with automatic feature-extraction through deep learning. Computer-Aided Civil and Infrastructure Engineering 32(12):1025–1046, DOI: https://doi.org/10.1111/mice.12313
Liu DC, Nocedal J (1989) On the limited memory bfgs method for large scale optimization. Mathematical Programming 45(1):503–528, DOI: https://doi.org/10.1007/BF01589116
Locke W, Sybrandt J, Redmond L, Safro I, Atamturktur S (2020) Using drive-by health monitoring to detect bridge damage considering environmental and operational effects. Journal of Sound and Vibration 468, DOI: https://doi.org/10.1016/j.jsv.2019.115088
Malekjafarian A, Golpayegani F, Moloney C, Clarke S (2019) A machine learning approach to bridge-damage detection using responses measured on a passing vehicle. Sensors (Switzerland) 19(18), DOI: https://doi.org/10.3390/s19184035
Medsker LR, Jain L (2001) Recurrent neural networks. CRC Press, New York, USA
Mehrjoo M, Khaji N, Moharrami H, Bahreininejad A (2008) Damage detection of truss bridge joints using artificial neural networks. Expert Systems with Applications 35(3):1122–1131
Nair V, Hinton GE (2010) Rectified linear units improve restricted boltzmann machines. Proceedings of the 27th International Conference on International Conference on Machine Learning, June 21–24, Haifa, Israel
Neves A C, González I, Leander J, Karoumi R (2017) Structural health monitoring of bridges: A model-free ann-based approach to damage detection. Journal of Civil Structural Health Monitoring 7(5):689–702, DOI: https://doi.org/10.1007/s13349-017-0252-5
Nikitas N, Macdonald JH, Jakobsen JB (2011) Identification of flutter derivatives from full-scale ambient vibration measurements of the clifton suspension bridge. Wind and Structures 14(3):221–238, DOI: https://doi.org/10.12989/was.2011.14.3.221
Padil KH, Bakhary N, Hao H (2017) The use of a non-probabilistic artificial neural network to consider uncertainties in vibration-based-damage detection. Mechanical Systems and Signal Processing 83:194–209, DOI: https://doi.org/10.1016/j.ymssp.2016.06.007
Rafiei MH, Adeli H (2018) A novel unsupervised deep learning model for global and local health condition assessment of structures. Engineering Structures 156:598–607, DOI: https://doi.org/10.1016/j.engstruct.2017.10.070
Reagan D, Sabato A, Niezrecki C (2018) Feasibility of using digital image correlation for unmanned aerial vehicle structural health monitoring of bridges. Structural Health Monitoring 17(5):1056–1072, DOI: https://doi.org/10.1177/1475921717735326
Ruffels A, Gonzalez I, Karoumi R (2020) Model-free damage detection of a laboratory bridge using artificial neural networks. Journal of Civil Structural Health Monitoring 10(2):183–195, DOI: https://doi.org/10.1007/s13349-019-00375-2
Santos A, Silva M, Santos R, Figueiredo E, Sales C, Costa JC (2016) A global expectation-maximization based on memetic swarm optimization for structural damage detection. Structural Health Monitoring 15(5):610–625, DOI: https://doi.org/10.1177/1475921716654433
Shu J, Zhang Z, Gonzalez I, Karoumi R (2013) The application of a damage detection method using artificial neural network and train-induced vibrations on a simplified railway bridge model. Engineering Structures 52:408–421, DOI: https://doi.org/10.1016/j.engstruct.2013.02.031
Silva M, Santos A, Santos R, Figueiredo E, Sales C, Costa JC (2019) Deep principal component analysis: An enhanced approach for structural damage identification. Structural Health Monitoring 18(5–6):1444–1463, DOI: https://doi.org/10.1177/1475921718799070
Sofi A, Regita JJ, Rane B, Lau HH (2022) Structural health monitoring using wireless smart sensor network-an overview. Mechanical Systems and Signal Processing 163:108113, DOI: https://doi.org/10.1016/j.ymssp.2021.108113
Srivastava N, Hinton G, Krizhevsky A, Sutskever I, Salakhutdinov R (2014) Dropout: A simple way to prevent neural networks from overfitting. Journal of Machine Learning Research 15(1):1929–1958, DOI: https://doi.org/10.5555/2627435.2670313
Technical Committee ISO/TC (1995) Shock subcommittee Sc2 measurement, evaluation of mechanical vibration, & shock as applied to machines. Mechanical vibration road surface profiles reporting of measured data (Vol. 8608), International Organization for Standardization
Wang Z, Cha YJ (2018) Automated damage-sensitive feature extraction using unsupervised convolutional neural networks. Proceedings of SPIE — The International Society for Optical Engineering
Wang Z, Cha Y-J (2021) Unsupervised deep learning approach using a deep auto-encoder with a one-class support vector machine to detect damage. Structural Health Monitoring 20(1):406–425, DOI: https://doi.org/10.1177/1475921720934051
Zhang R, Liu Y, Sun H (2019a) Physics-guided convolutional neural network (phycnn) for data-driven seismic response modeling. Engineering Structures, DOI: https://doi.org/10.1016/j.engstruct.2020.110704
Zhang Y, Miyamori Y, Mikami S, Saito T (2019b) Vibration-based structural state identification by a 1-dimensional convolutional neural network. Computer-Aided Civil and Infrastructure Engineering 34(9):822–839, DOI: https://doi.org/10.1111/mice.12447
Zhang L, Zhou G, Han Y, Lin H, Wu Y (2018) Application of internet of things technology and convolutional neural network model in bridge crack detection. Ieee Access 6:39442–39451, DOI: https://doi.org/10.1109/ACCESS.2018.2855144
Zhao R, Yan R, Chen Z, Mao K, Wang P, Gao RX (2019) Deep learning and its applications to machine health monitoring. Mechanical Systems and Signal Processing 115:213–237, DOI: https://doi.org/10.1016/j.ymssp.2018.05.050
Zhu J, Yi Q (2013) Bridge-vehicle coupled vibration response and static test data based damage identification of highway bridges. Structural Engineering and Mechanics 46(1):75–90, DOI: https://doi.org/10.12989/sem.2013.46.1.075
Zhu J, Zhang Y (2021) Damage detection for bridge structures under vehicle loads based on frequency decay induced by breathing cracks. Structure and Infrastructure Engineering 1–17, DOI: https://doi.org/10.1080/15732479.2021.1979601
Acknowledgments
This work presented here is financially supported by the National Key R&D Program of China (2018YFB1600300 and 2018YFB1600301), the National Natural Science Foundation of China (51578370, 52078333), and the Tian** Transportation Science and Technology Development Plan Project (G2018-29). Any opinions, findings, conclusions, or recommendations expressed in this paper are those of the authors and do not necessarily reflect those of the sponsor.
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Yessoufou, F., Zhu, J. One-Class Convolutional Neural Network (OC-CNN) Model for Rapid Bridge Damage Detection Using Bridge Response Data. KSCE J Civ Eng 27, 1640–1660 (2023). https://doi.org/10.1007/s12205-023-0063-7
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DOI: https://doi.org/10.1007/s12205-023-0063-7