Optimal Sensor Placement for the Structure Health Monitoring of Bridge Structures Using Genetic Algorithm

Document Type : Original Article

Authors

1 Assistant Professor, Civil Engineering Department, Payam-e-Noor University, Tehran, Iran

2 MSc in Structural Engineering, Department of Civil Engineering, Payam-e-Noor University, Tehran, Iran

Abstract

One of the challenges in the health monitoring of bridge structures is the "data" extraction from the structure. This is done by sensors in the structure. The layout and use of the fewest possible number of sensors, so as to provide the most needed data on structural status, has always been of interest. There are shortcomings in the methods used to determine the location of sensors in bridges, such as the use of one optimization indicator, determination of the number of sensors experimentally, high environmental noise, and a long calculation time. In order to overcome these shortcomings, a new MSE-MGA (Modal Strain Energy-Modified Genetic Algorithm) method is proposed in this study. In this method, two modal strain energy indices and modal contribution coefficient are used to reduce the noise effect of vehicles passing through. All the appropriate locations of the sensors are selected by these indices, and then the optimal number of sensors and their location are determined by using the genetic algorithm. The results show that increasing the number of sensors from a given optimal value has no effect on increasing the required data. Also, the simultaneous use of two optimization indices has resulted in the elimination of a large number of inappropriate points for sensor placement, resulting in a significantly reduced computational time. To investigate the performance and practical application of this method, a model of a steel bridge is modeled and the optimal number of sensors and their layout are determined.

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[1] National Road and Transportation Organization. (2017). Statistical Yearbook. Ministry of Roads and City Planning.
[2] Talis’chi Azar, D. and Badri, H. (2012). Feasibility Study of Structural Health Monitoring of Tabriz Cable Bridge. In: 9th International Congress of Civil Engineering. Isfahan: Isfahan University of Technology.
[3] Dervish, M. (2013). The optimal placement of sensors on structural models using an appropriate performance criteria. Masters Degree in Civil-Earthquake, University of Science and Culture.
[4] Karami Mohammadi, R. and Kargar, H. (2013). Structural Health Monitoring and Detection of Steel Bridge Damage Based on Modal Information Using CSS Algorithm. In: Third International Conference on Acoustics and Vibrations. Tehran: Iranian Acoustic and Vibration Society.
[5] Bakhshi, A. and Vazirizadeh, M. (2015). Structure Health Monitoring Using Neural Networks. In: International Conference on Seismology and Earthquake Engineering. Tehran: International Institute of Seismology and Earthquake Engineering.
[6] Jahan, S. & Hosseinzadeh Y. & Mojtahedi, A. (2017). Steel Bridges Structural Health Monitoring Based on Operational Modal Analysis Accommodating Evaluation of Uncertainty. Journal of Structural and Construction Engineering, 4(3), 5-17.
[7] Kammer, D. (1991). Sensor placement for on-orbit modal identification and correlation of large space structures. Journal of Guidance, Control, and Dynamics, 14(2), 251-259.
[8] Carne, T. and Dohrmann, C. (1994). A modal test design strategy for model correlation. In: Proceedings of SPIE - The International Society for Optical Engineering. United States: Society of Photo-optical Instrumentation Engineers.
[9] Yi, T.H., Li, H.N. and Wang, G.-X. (2008) Optimal Sensor Placement for Super High-Rise Building Based on Simpli-fied Finite Element Model. Chinese Journal of Computational Mechanics, 25, 417-423.
[10] Allemang, R.J. (2003). The modal assurance criterion (MAC) : Twenty years of use and abuse. Journal of Sound & vibration, 37(8), 14-23.
[11] Chen, J., & Garba, J. (1988). On-orbit damage assessment for large space structures. AIAA journal, 26(9), 1119-1126.
[12] Wilson, E. (2002). Three-dimensional static and dynamic analysis of structures. 3rd edn. Computers and Structures Inc, Berkeley, United States.