Technical Papers
Oct 4, 2021

Performance of a Hybrid Neural Network Reduced Flexibility Index Method for Localization and Severity Detection of Damages in a Gravity Dam

Publication: Practice Periodical on Structural Design and Construction
Volume 27, Issue 1

Abstract

This paper presents a practical procedure based on a hybrid neural network-flexibility damage index technique to predict the severity level and location of damages in a gravity dam. Numerical models of the Beni-Haroun gravity dam in Algeria are elaborated and validated using ambient vibration tests. The measured frequency response functions are used to identify all the frequencies and mode shapes that can effectively be retrieved in order to limit the calculation of the flexibility matrix to these modes. Although the flexibility index is capable of capturing the damage signature in terms of location and severity, the extraction of such information, however, is difficult in most cases, particularly when reducing the number of degree of freedoms (DOFs) to those representing accessible positions of sensors on the downstream side of the dam. Hence, a feedforward neural network is trained using a database constituted of flexibility indices for numerically simulated damages. In the test phase, the neural network achieved 94% and 80% success in predicting the location and severity of the damage, respectively, showing the high potential of the hybrid method to be used in the practice of structural health monitoring.

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Data Availability Statement

Some or all data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request (experimental frequency responses, numerical FE models, and NN codes in Python).

Acknowledgments

The financial support of the Ministry of Higher Education MESRS in Algeria (Grant PRFU A01L02ES160220190001) for conducting this study is greatly acknowledged.

References

Alkayem, N. F., C. Maosen, and R. Minvydas. 2019. “Damage localization in irregular shape structures using intelligent FE model updating approach with a new hybrid objective function and social swarm algorithm.” Appl. Soft Comput. 83 (Oct): 105604. https://doi.org/10.1016/j.asoc.2019.105604.
Bourahla, N., A. Si-Chaib, M. Nouri, T. Menaouer, and I. Rouaz. 2018. “Ambient vibration testing and modal analysis of an RCC arched dam.” In Proc., 16ECEE. Thessaloniki, Greece: European Conference on Electronic Engineering.
Cawley, P. 2018. “Structural health monitoring: Closing the gap between research and industrial deployment.” Struct. Health Monit. 17 (5): 1225–1244. https://doi.org/10.1177/1475921717750047.
Chen, H. P., and Y. Q. Ni. 2018. Structural health monitoring of large civil engineering structures. Hoboken, NJ: Wiley.
Chen, Z., X. Zhou, X. Wang, L. Dong, and Y. Qian. 2017. “Deployment of a smart structural health monitoring system for long-span arch bridges: A review and a case study.” Sensors 17 (9): 2151. https://doi.org/10.3390/s17092151.
Gao, Y., and B. F. Spencer. 2002. “Damage localization under ambient vibration using changes in flexibility.” Earthquake Eng. Eng. Vibr. 1 (1): 136–144. https://doi.org/10.1007/s11803-002-0017-x.
Grande, E., and M. Imbimbo. 2016. “A multi-stage approach for damage detection in structural systems based on flexibility.” Mech. Syst. Signal Process. 76–77 (Aug): 455–475. https://doi.org/10.1016/j.ymssp.2016.01.025.
Limongelli, M. P., and M. Celebi. 2019. Structural health monitoring from theory to successful applications. Cham, Switzerland: Springer.
Lin, L., and Z. Jun. 2017. “Neural networks model of structural damage detection with flexibility matrix.” Appl. Mech. Mater. 872: 383–390. https://doi.org/10.4028/www.scientific.net/AMM.872.383.
Liu, H., G. Song, Y. Jiao, P. Zhang, and X. Wang. 2014. “Damage identification of bridge based on modal flexibility and neural network improved by particle swarm optimization.” Math. Problems Eng. 2014: 640925. https://doi.org/10.1155/2014/640925.
Liu, W., X. Wu, L. Zhang, Y. Wang, and J. Teng. 2020. “Structural health-monitoring and assessment in tunnels: Hybrid simulation approach.” J. Perform. Constr. Facil. 34 (4): 04020045. https://doi.org/10.1061/(ASCE)CF.1943-5509.0001445.
Mishra G. 2021. “Failure-of-gravity-dam-types-causes-modes, The constructor building idea.” Accessed May 28, 2021. https://theconstructor.org/water-resources/failure-of-gravity-dam-types-causes-modes/11787/.
Modaras, M., and N. Waksmanski. 2012. “Overview of structural health monitoring for steel bridges.” Pract. Period. Struct. Des. Constr. 18 (3): 187–191. https://doi.org/10.1061/(ASCE)SC.1943-5576.0000154.
Moreu, F., X. Li, S. Li, and D. Zhang. 2018. “Technical specifications of structural health monitoring for highway bridges: New Chinese structural health monitoring code.” Front. Built Environ. 4 (10): 1–12. https://doi.org/10.3389/fbuil.2018.00010.
Nobahari, M., and S. M. Seyedpoor. 2013. “An efficient method for structural damage localization based on the concepts of flexibility matrix and strain energy of a structure.” Struct. Eng. Mech. 46 (2): 231–244. https://doi.org/10.12989/sem.2013.46.2.231.
Pandey, A. K., and M. Biswas. 1994. “Damage detection in structures using changes in flexibility.” J. Sound Vib. 169 (1): 3–17. https://doi.org/10.1006/jsvi.1994.1002.
Rahmani, M., and M. I. Todorovska. 2015. “Structural health monitoring of a 54-story steel-frame building using a wave method and earthquake records.” Earthquake Spectra 31 (1): 501–525. https://doi.org/10.1193/112912EQS339M.
Wathelet, M. 2005. GEOPSY geophysical signal database for noise array processing software. Grenoble, France: Laboratory of Internal Geophysics and Technophysics.
Westergaard, H. M. 1933. “Water pressures on dams during earthquakes.” Trans. ASCE 98 (2): 418–433. https://doi.org/10.1061/TACEAT.0004496.
Xu, Q., J. Li, and J. Chen. 2011. “Probability analysis for the damage of gravity dam.” Engineering 3 (4): 312–321. https://doi.org/10.4236/eng.2011.34036.
Yu, D., H. Lei, and J. Cheng. 2001. “A method for structural damage detection based on back propagation neural network and flexibility changes.” J. Vib. Eng. 14: 345–348.

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Go to Practice Periodical on Structural Design and Construction
Practice Periodical on Structural Design and Construction
Volume 27Issue 1February 2022

History

Received: Apr 10, 2021
Accepted: Aug 13, 2021
Published online: Oct 4, 2021
Published in print: Feb 1, 2022
Discussion open until: Mar 4, 2022

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Authors

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Hafida Djabali-Mohabeddine, Ph.D. [email protected]
Laboratoire de Génie Parasismique et de dynamique des structures Laboratory, Dept. of Civil Engineering, National Polytechnic School, Algiers 16200, Algeria (corresponding author). Email: [email protected]
Professor, Laboratoire de Génie Parasismique et de dynamique des structures Laboratory, Dept. of Civil Engineering, National Polytechnic School, Algiers 16200, Algeria. ORCID: https://orcid.org/0000-0002-1377-5943. Email: [email protected]
Deliah Khemissa, Ph.D.
Laboratoire de Génie Parasismique et de dynamique des structures Laboratory, Dept. of Civil Engineering, National Polytechnic School, Algiers 16200, Algeria.
Idriss Rouaz
Research Associate, Structures Div., National Center of Studies and Integrated Research on Building Engineering (CNERIB), Algiers 16097, Algeria.

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