DOI QR코드

DOI QR Code

A new method to identify bridge bearing damage based on Radial Basis Function Neural Network

  • Chen, Zhaowei (State Key Laboratory of Traction Power, Southwest Jiaotong University) ;
  • Fang, Hui (Electric Power Research Institute, State Grid Chongqing Electric Power Co.) ;
  • Ke, Xinmeng (Locomotive Vehicle Department, Zhengzhou Railway Vocational and Technical College) ;
  • Zeng, Yiming (Locomotive and Car Research Institute, China Academy of Railway Sciences)
  • Received : 2016.05.21
  • Accepted : 2016.10.21
  • Published : 2016.11.25

Abstract

Bridge bearings are important connection elements between bridge superstructures and substructures, whose health states directly affect the performance of the bridges. This paper systematacially presents a new method to identify the bridge bearing damage based on the neural network theory. Firstly, based on the analysis of different damage types, a description of the bearing damage is introduced, and a uniform description for all the damage types is given. Then, the feasibility and sensitivity of identifying the bearing damage with bridge vibration modes are investigated. After that, a Radial Basis Function Neural Network (RBFNN) is built, whose input and output are the beam modal information and the damage information, respectively. Finally, trained by plenty of data samples formed by the numerical method, the network is employed to identify the bearing damage. Results show that the bridge bearing damage can be clearly reflected by the modal information of the bridge beam, which validates the effectiveness of the proposed method.

Keywords

Acknowledgement

Supported by : Southwest Jiaotong University

References

  1. Ala, N., Power, E.H. and Azizinamini, A. (2015), "Predicting the service life of sliding surfaces in bridge bearings", J. Bridge Eng., ASCE, 21(2), 04015035.
  2. Bakhary, N., Hao, H. and Deeks, A.J. (2007), "Damage detection using artificial neural network with consideration of uncertainties", Eng. Struct., 29(11), 2806-2815. https://doi.org/10.1016/j.engstruct.2007.01.013
  3. Chena, J., Xua, Y.L. and Zhang, R.C. (2004), "Modal parameter identification of Tsing Ma suspension bridge under Typhoon .Victor: EMD-HT method", J. Wind Eng. Ind. Aerod., 92(10), 805-827. https://doi.org/10.1016/j.jweia.2004.04.003
  4. Clough, R.W. and Penzien, J. (2003), Dynamic of structures, (3rd edition), Computers & Structures Inc., Berkeley.
  5. Domaneschi, M., Limongelli, M.P. and Martinelli, L. (2015), "Damage detection and localization on a benchmark cable-stayed bridge", Earthq. Struct., 8(5), 1113-1126. https://doi.org/10.12989/eas.2015.8.5.1113
  6. Filipov, E.T., Fahnestock, L.A., Steelman, J.S., Hajjar, J.F., LaFave, J.M. and Foutch, D.A. (2013), "Evaluaion of quasi-isolated seismic bridge behavior using nonlinear bearing models", Eng. Struct., 49, 168-181. https://doi.org/10.1016/j.engstruct.2012.10.011
  7. Gilstad, D.E. (1990), "Bridge bearings and stability", J. Struct. Eng., ASCE, 116(5), 1269-1277. https://doi.org/10.1061/(ASCE)0733-9445(1990)116:5(1269)
  8. Gu, H.S. and Itoh, Y. (2010), "Ageing behaviour of natural rubber and high damping rubber materials used in bridge rubber bearings", Adv. Struct. Eng., 13(6), 1105-1113. https://doi.org/10.1260/1369-4332.13.6.1105
  9. Hagan, M.T., Demuth, H.B., Beale, M.H. and De Jesus, O. (1996), Neural network design, PWS publishing company, Boston.
  10. Hamzeh, O.N., Tassoulas, J.L. and Becker, E.B. (1998), "Behavior of elastomeric bridge bearings: computational results", J. Bridge Eng., ASCE, 3(3), 140-146. https://doi.org/10.1061/(ASCE)1084-0702(1998)3:3(140)
  11. He, X.H., Hua, X.G., Chen, Z.Q. and Huang, F.L. (2011), "EMD-based random decrement technique for modal parameter identification of an existing railway bridge", Eng. Struct., 33(4), 1348-1356. https://doi.org/10.1016/j.engstruct.2011.01.012
  12. Itoh, Y. and Gu, H.S. (2009), "Prediction of aging characteristics in natural rubber bearings used in bridges", J. Bridge Eng., ASCE, 14(2), 122-128. https://doi.org/10.1061/(ASCE)1084-0702(2009)14:2(122)
  13. Kim, S.H., Mha, H.S. and Lee, S.W. (2006), "Effect of bearing damage upon seismic behaviors of a multi-span girder bridge", Eng. Struct., 28(7), 1071-1080. https://doi.org/10.1016/j.engstruct.2005.11.015
  14. Lee, J.J., Lee, J.W., Yi, J.H., Yun, C.B. and Jung, H.Y. (2005), "Neural networks-based damage detection for bridges considering errors in baseline finite element models", J. Sound Vib., 280(3), 555-578. https://doi.org/10.1016/j.jsv.2004.01.003
  15. Mutobe, R.M. and Cooper, T.R. (1999), "Nonlinear analysis of a large bridge with isolation bearings", Comput. Struct., 72(1), 279-292. https://doi.org/10.1016/S0045-7949(99)00018-8
  16. Olmos, B.A. and Roesset, J.M. (2010), "Effects of the nonlinear behavior of lead-rubber bearings on the seismic response of bridges", Earthq. Struct., 1(2), 215-230. https://doi.org/10.12989/eas.2010.1.2.215
  17. Tadesse, Z., Patel, K.A., Chaudhary, S. and Nagpal, A.K. (2012), "Neural networks for prediction of deflection in composite bridges", J. Constr. Steel Res., 68(1), 138-149. https://doi.org/10.1016/j.jcsr.2011.08.003
  18. Ubertini, F., Gentile, C. and Materazzi, A.L. (2013), "Automated modal identification in operational conditions and its application to bridges", Eng. Struct., 46, 264-278. https://doi.org/10.1016/j.engstruct.2012.07.031
  19. Yakut, A. and Yura, J.A. (2002), "Evaluation of low-temperature test methods for elastomeric bridge bearings", J. Bridge Eng., ASCE, 7(1), 50-56. https://doi.org/10.1061/(ASCE)1084-0702(2002)7:1(50)
  20. Zhuang, J.S. (2008), Bridge bearings, (3rd edition), China Railway Publishing House, Beijing. (in Chinese)

Cited by

  1. Entropy-Based Structural Health Monitoring System for Damage Detection in Multi-Bay Three-Dimensional Structures vol.20, pp.1, 2018, https://doi.org/10.3390/e20010049
  2. Three-dimensional structural health monitoring based on multiscale cross-sample entropy vol.12, pp.6, 2016, https://doi.org/10.12989/eas.2017.12.6.673
  3. Seismic vibration control for bridges with high-piers in Sichuan-Tibet Railway vol.66, pp.6, 2016, https://doi.org/10.12989/sem.2018.66.6.749
  4. Bearing Damage Detection of a Reinforced Concrete Plate Based on Sensitivity Analysis and Chaotic Moth-Flame-Invasive Weed Optimization vol.20, pp.19, 2020, https://doi.org/10.3390/s20195488
  5. Bearing Damage Detection of a Bridge under the Uncertain Conditions Based on the Bayesian Framework and Matrix Perturbation Method vol.2021, pp.None, 2016, https://doi.org/10.1155/2021/5576362