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A Damage Localization Approach for Rahmen Bridge Based on Convolutional Neural Network

  • Construction Management
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Abstract

Damage localization is the process of detecting the location of damage using a structural health monitoring system. However, existing damage localization methods cannot be used for localizing the damage of bridges in real time because of their slow testing speed. Thus, in this study a damage localization approach was developed using a convolutional neural network (CNN). To develop the CNN model for damage localization, simulation data was generated through a numerical model of a reinforced concrete Rahmen bridge with static loading conditions. The proposed CNN-based approach aims to identify 12 single damage locations or no damage. The approach was trained and tested with three different data set generated with three damage severities, and it was possible to estimate the damage location with an accuracy of 87.3% when the damage severity in the bridge is serious. The results showed that the deep learning has the potential to overcome the limitations of existing damage localization techniques.

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References

  • Abdeljaber O, Avci O, Kiranyaz S, Gabbouj M, Inman DJ (2017) Realtime 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

    Article  Google Scholar 

  • Behmanesh I, Moaveni B, Lombaert G, Papadimitriou C (2015) Hierarchical Bayesian model updating for structural identification. Mechanical Systems and Signal Processing 64:360–376, DOI: https://doi.org/10.1016/j.ymssp.2015.03.026

    Article  Google Scholar 

  • Boulkaibet I, Mthembu L, Marwala T, Friswell MI, Adhikari S (2015) Finite element model updating using the shadow hybrid Monte Carlo technique. Mechanical Systems and Signal Processing 52: 115–132, DOI: https://doi.org/10.1016/j.ymssp.2014.06.005

    Article  Google Scholar 

  • Boulkaibet I, Mthembu L, Marwala T, Friswell MI, Adhikari S (2017) Finite element model updating using Hamiltonian Monte Carlo techniques. Inverse Problems in Science and Engineering 25(7): 1042–1070, DOI: https://doi.org/10.1080/17415977.2016.1215446

    Article  MathSciNet  Google Scholar 

  • Cha YJ, 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

    Article  Google Scholar 

  • Ching J, Beck JL (2004) New Bayesian model updating algorithm applied to a structural health monitoring benchmark. Structural Health Monitoring 3(4):313–332, DOI: https://doi.org/10.1177/1475921704047499

    Article  Google Scholar 

  • Gao ZF, Chen XJ (2011) Structure data processing and damage identification based on wavelet and artificial neural network. Research Journal of Applied Sciences, Engineering and Technology 3(1):1203–1208

    Google Scholar 

  • Hao H, Xia Y (2002) Vibration-based damage detection of structures by genetic algorithm. Journal of Computing in Civil Engineering 16(3): 222–229

    Article  Google Scholar 

  • Hou R, Xia Y, Zhou X (2018) Structural damage detection based on l1 regularization using natural frequencies and mode shapes. Structural Control and Health Monitoring 25(3):e2107, DOI: https://doi.org/10.1002/stc.2107

    Article  Google Scholar 

  • Kim Y (2017) Development and application of reliability-based structural health monitoring algorithm for existing bridges. PhD Thesis, Inha University, Incheon, Korea

    Google Scholar 

  • KISTEC (2012) Specific guidelines for safety inspections or safety examinations. Korea Infrastructure Safety and Technology Corporation, Jinju, Korea (in Korean)

    Google Scholar 

  • Lam HF, Yang J, Au SK (2015) Bayesian model updating of a coupled-slab system using field test data utilizing an enhanced Markov chain Monte Carlo simulation algorithm. Engineering Structures 102: 144–155, DOI: https://doi.org/10.1016/j.engstruct.2015.08.005

    Article  Google Scholar 

  • Lam HF, Yang JH, Au SK (2018) Markov chain Monte Carlo-based Bayesian method for structural model updating and damage detection. Structural Control and Health Monitoring 25(4):e2140, DOI: https://doi.org/10.1002/stc.2140

    Article  Google Scholar 

  • Lee Y (2015) A study of improvement and longevity of the aging urban infrastructure in Korea. Journal of the Korean Society of Civil Engineers 63(11):10–19 (in Korean)

    Google Scholar 

  • Lee JJ, Lee JW, Yi JH, Yun CB, Jung HY (2005) Neural networks-based damage detection for bridges considering errors in baseline finite element models. Journal of Sound and Vibration 280(3–5):555–578, DOI: https://doi.org/10.1016/j.jsv.2004.01.003

    Article  Google Scholar 

  • Lee K, Park JH, Oh SM, Shin DH (2017) Methodology for detection of crack location in deteriorated bridges using convolution neural network. Proceedings of 2017 KSCE convention, October 18–20, Busan, Korea, 1263–1264

  • Levin RI, Lieven NAJ (1998) Dynamic finite element model updating using simulated annealing and genetic algorithms. Mechanical Systems and Signal Processing 12(1):91–120, DOI: https://doi.org/10.1006/mssp.1996.0136

    Article  Google Scholar 

  • 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

    Article  Google Scholar 

  • Marwala T, Sibisi S (2005) Finite element model updating using Bayesian framework and modal properties. Journal of Aircraft 42(1):275–278, DOI: https://doi.org/10.2514/1.11841

    Article  Google Scholar 

  • 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, DOI: https://doi.org/10.1016/j.eswa.2007.08.008

    Article  Google Scholar 

  • Meruane V, Heylen W (2011) An hybrid real genetic algorithm to detect structural damage using modal properties. Mechanical Systems and Signal Processing 25(5):1559–1573, DOI: https://doi.org/10.1016/j.ymssp.2010.11.020

    Article  Google Scholar 

  • MOLIT (2015) Bridge design specifications of Korean government. Ministry of Land, Infrastructure and Transport, Sejong, Korea (in Korean)

    Google Scholar 

  • MOLIT (2017) Road bridge and tunnel statistics. Ministry of Land, Infrastructure and Transport, Sejong, Korea

    Google Scholar 

  • Ni YQ, Zhou XT, Ko JM, Wang BS (2000) Vibration-based damage localization in Ting Kau Bridge using probabilistic neural network. Advances in Structural Dynamics 2:1069–1076, DOI: 10.1.1.607.5581

    Google Scholar 

  • Oh BK, Kim D, Park HS (2017) Modal response-based visual system identification and model updating methods for building structures. Computer-Aided Civil and Infrastructure Engineering 32(1):34–56 DOI: https://doi.org/10.1111/mice.12229

    Article  Google Scholar 

  • Pandey AK, Biswas M, Samman MM (1991) Damage detection from changes in curvature mode shapes. Journal of Sound and Vibration 145(2):321–332, DOI: https://doi.org/10.1016/0022-460X(91)90595-B

    Article  Google Scholar 

  • Salawu OS (1997) Detection of structural damage through changes in frequency: A review. Engineering Structures 19(9):718–723, DOI: https://doi.org/10.1016/S0141-0296(96)00149-6

    Article  Google Scholar 

  • Sidhu J, Ewins DJ (1984) Correlation of finite element and modal test studies of a practical structure. Proceedings of the 2nd international modal analysis conference, February 6–9, Orlando, FL, USA, 756–762

  • Tu Z, Lu Y (2008) FE model updating using artificial boundary conditions with genetic algorithms. Computers & Structures 86(7–8):714–727, DOI: https://doi.org/10.1016/j.compstruc.2007.07.005

    Article  Google Scholar 

  • Vishay Technique Note (2005) Strain gage selection: Criteria, procedures, recommendations. TN-505-4, Vishay Inc., Malvern, PA, USA

    Google Scholar 

  • Zárate BA, Caicedo JM, Yu J, Ziehl P (2012) Bayesian model updating and prognosis of fatigue crack growth. Engineering Structures 45:53–61, DOI: https://doi.org/10.1016/j.engstruct.2012.06.012

    Article  Google Scholar 

  • Zhang L, Yang F, Zhang YD, Zhu YJ (2016) Road crack detection using deep convolutional neural network. Proceedings of 2016 IEEE international conference on image processing (ICIP), September 25–28, Phoenix, AZ, USA, 3708–3712, DOI: https://doi.org/10.1109/ICIP.2016.7533052

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Acknowledgements

This research was supported by a grant (18CTAP-C117271-03) from Technology Advancement Research Program funded by Ministry of Land, Infrastructure and Transport of Korean government.

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Correspondence to Do Hyoung Shin.

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Lee, K., Byun, N. & Shin, D.H. A Damage Localization Approach for Rahmen Bridge Based on Convolutional Neural Network. KSCE J Civ Eng 24, 1–9 (2020). https://doi.org/10.1007/s12205-020-0707-9

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  • DOI: https://doi.org/10.1007/s12205-020-0707-9

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