Damage detection in a double-beam system using proper orthogonal decomposition and teaching-learning based algorithm

被引:0
作者
Mirzabeigy A. [1 ]
Madoliat R. [1 ]
机构
[1] School of Mechanical Engineering, Iran University of Science and Technology, Narmak, Tehran
关键词
Crack; Damage; Double-beam system; Proper orthogonal decomposition; Teaching-learning based optimization;
D O I
10.24200/SCI.2019.50520.1738
中图分类号
学科分类号
摘要
This study applies the inverse approach to damage detection in a doublebeam system. A double-beam system made of two parallel beams is connected through an elastic layer. Degradation of the stiffness of beams element, crack occurrence, and partial destruction of the inner layer are considered as different types of damage. The time domain acceleration response of the system is measured, and proper orthogonal decomposition is applied to the collected data in order to derive Proper Orthogonal Values (POVs) and Proper Orthogonal Modes (POMs) of the system. Effect of single damage in different locations on the POV has been analyzed, and an objective function is defined using the dominant POV and POM of each beam separately. In order to increase the robustness of the method against noise, the objective function is enriched by adding statistical property of time domain response. The teaching-learning based optimization algorithm is employed to solve the optimization problem. The efficiency of the proposed method for detecting single and multiple damages in the system is demonstrated with and without noise. Simulation results verify the good accuracy of the proposed method for detecting single and multiple damages of different types in the system. © 2020 Sharif University of Technology. All rights reserved.
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收藏
页码:757 / 771
页数:14
相关论文
共 39 条
[1]  
Fan W., Qiao P., Vibration-based damage identi fication methods: a review and comparative study, Structural Health Monitoring, 10, pp. 83-111, (2011)
[2]  
Ruotolo R., Surace C., Damage assessment of multiple cracked beams: numerical results and experimental validation, Journal of Sound and Vibration, 206, 4, pp. 567-588, (1997)
[3]  
Meruane V., Heylen W., An hybrid real genetic algorithm to detect structural damage using modal properties, Mechanical Systems and Signal Processing, 25, 5, pp. 1559-1573, (2011)
[4]  
Raich A.M., Liszkai T.R., Improving the performance of structural damage detection methods using advanced genetic algorithms, Journal of Structural Engineering, 133, 3, pp. 449-461, (2007)
[5]  
Dabbagh H., Ghodrati Amiri G., Shaabani S., Modal data-based approach to structural damage identification by means of imperialist competitive optimization algorithm, Scientia Iranica, 25, 3, pp. 1070-1082, (2018)
[6]  
Kaveh A., Hosseini Vaez S.R., Hosseini P., Enhanced vibrating particles system algorithm for damage identification of truss structures, Scientia Iranica, 20, 1, pp. 246-256, (2019)
[7]  
Seyedpoor S.M., Shahbandeh S., Yazdanpanah O., An efficient method for structural damage detection using a differential evolution algorithm-based optimisation approach, Civil Engineering and Environmental Systems, 32, 3, pp. 230-250, (2015)
[8]  
Fatahi L., Moradi S., Multiple crack identification in frame structures using a hybrid Bayesian model class selection and swarm-based optimization methods, Structural Health Monitoring, 17, pp. 39-58, (2018)
[9]  
Fallahian S., Joghataie A., Kazemi M.T., Structural damage detection using time domain responses and teaching-learning-based optimization (TLBO) algorithm, Scientia Iranica, 25, 6, pp. 3088-3100, (2018)
[10]  
Rezvani K., Maia N.M.M., Sabour M.H., A comparison of some methods for structural damage detection, Scientia Iranica, 25, 3, pp. 1312-1322, (2018)