DOI QR코드

DOI QR Code

Damage detection for decks of concrete girder bridges using the frequency obtained from an actively excited vehicle

  • Zhang, Jian (School of Civil Engineering, Dalian University of Technology) ;
  • Qu, Chun-Xu (School of Civil Engineering, Dalian University of Technology) ;
  • Yi, Ting-Hua (School of Civil Engineering, Dalian University of Technology) ;
  • Li, Hong-Nan (School of Civil Engineering, Dalian University of Technology)
  • 투고 : 2020.05.02
  • 심사 : 2020.11.12
  • 발행 : 2021.01.25

초록

Concrete bridge decks may suffer local damage such as delamination, cracking, reinforcement corrosion and spalling during service. Visual inspection and nondestructive evaluation (NDE) technologies are extensively used for monitoring damage in bridge decks. This paper presents a damage detection method for decks of concrete girder bridges using the frequency obtained from an actively excited vehicle. First, the solution for the frequency of the deck with a concentrated mass is derived with Rayleigh's method, where the bridge deck is regarded as a slab supported on four sides, and the test vehicle is simplified as a concentrated mass. The validity of the proposed method that uses the frequency change to detect the local damage is verified. Then, the damage detection procedure for bridge decks is proposed, and the numerical analysis is performed on a typical concrete girder bridge to prove the validity of the method. Finally, the damage detection experiment for the plywood plate verifies the effectiveness of the proposed method. The results of this study provide an effective method for detecting damage in the decks of concrete girder bridges, which is time-saving and easier to implement.

키워드

과제정보

This research work was jointly supported by the National Natural Science Foundation of China (Grant Nos. 51625802, 51978128, 51778105), the LiaoNing Revitalization Talents Program (Grant No. XLYC1802035), and the Foundation for High Level Talent Innovation Support Program of Dalian (Grant No. 2017RD03).

참고문헌

  1. Adhikari, R.S., Bagchi, A. and Moselhi, O. (2014), "Automated condition assessment of concrete bridges with digital imaging", Smart Struct. Syst., Int. J., 6(13), 901-925. https://doi.org/10.12989/sss.2014.13.6.901
  2. Avitabile, P. (2018), Modal testing: a practitioner's guide, John Wiley & Sons Ltd., Hoboken, NJ, USA.
  3. Broquet, C., Bailey, S.F., Fafard, M. and Bruehwiler, E. (2004), "Dynamic behavior of deck slabs of concrete road bridges", J. Bridge Eng., 9(2), 137-146. https://doi.org/10.1061/(ASCE)1084-0702(2004)9:2(137)
  4. Cao, L.C. and Shing, P.B. (1999), "Simplified analysis method for slab-on-girder highway bridge decks", J. Struct. Eng., 125(1), 49-59. https://doi.org/10.1061/(ASCE)0733-9445(1999)125:1(49)
  5. Clough, R.W. and Penzien, J. (1975), Dynamics of Structures, McGraw-Hill, New York, USA.
  6. Estes, A.C. and Frangopol, D.M. (2003), "Updating bridge reliability based on bridge management systems visual inspection results", J. Bridge Eng., 8(6), 374-382. https://doi.org/10.1061/(ASCE)1084-0702(2003)8:6(374)
  7. Fan, W. and Qiao, P.Z. (2011), "Vibration-based damage identification methods: a review and comparative study", Struct. Health Monit., 10(1), 83-111. https://doi.org/10.1177/1475921710365419
  8. Faravelli, L., Ubertini, F. and Fuggini, C. (2011), "System identification of a super high-rise building via a stochastic subspace approach", Smart Struct. Syst., Int. J., 7(2), 133-152. https://doi.org/10.12989/sss.2011.7.2.133
  9. Fathalla, E., Tanaka, Y. and Maekawa, K. (2018), "Remaining fatigue life assessment of in-service road bridge decks based upon artificial neural networks", Eng. Struct., 171, 602-616. https://doi.org/10.1016/j.engstruct.2018.05.122
  10. Girgis, A.F.M. and Tadros, M.K. (2007), "Progress in structural engineering and materials: Concrete construction - Precast concrete bridge systems optimization", Struct. Control Health Monit, 14, 522-536. https://doi.org/10.1002/stc
  11. Gloth, G. and Sinapius, M. (2004), "Analysis of swept-sine runs during modal identification", Mech. Syst. Signal Pr., 18(6), 1421-1441. https://doi.org/ 10.1016/S0888-3270(03)00087-6
  12. Graybeal, B.A., Phares, B.M., Rolander, D.D., Moore, M. and Washer, G. (2002), "Visual inspection of highway bridges", J. Nondestruct. Eval., 21(3), 67-83. https://doi.org/10.1023/A:1022508121821
  13. Gucunski, N., Imani, A., Romero, F., Nazarian, S., Yuan, D. and Wiggenhauser, H. (2013), "Nondestructive testing to identify concrete bridge deck deterioration", Washington, D.C., Transportation Research Board.
  14. Han, K.B., Kim, K.S., Lee, Y.J. and Park, S.K. (2003), "Analysis method for PSC-girder bridge deck slab with flexible girders", J. Civil Eng., 7(5), 515-524. https://doi.org/10.1007/BF02838317
  15. Jeon, S.J., and Choi, M.S. and Kim, Y.J. (2012), "Graphical assessment for span ranges of psc girder bridges", J. Bridge Eng., 17(2), 343-352. https://doi.org/10.1061/(ASCE)BE.1943-5592.0000264
  16. Kim, J.T., Park, J.H., Yoon, H.S. and Yi, J.H. (2007), "Vibration-based damage detection in beams using genetic algorithm", Smart Struct. Syst., Int. J., 3(3), 263-280. https://doi.org/10.12989/sss.2007.3.3.263
  17. Liu, C.Y. and DeWolf, J.T. (2007), "Effect of temperature on modal variability of a curved concrete bridge under ambient loads", J. Struct. Eng., 133(12), 1742-1751. https://doi.org/ 10.1061/(ASCE)0733-9445(2007)133:12(1742)
  18. Mosavi, A.A., Seracino, R. and Rizkalla, S. (2012), "Effect of temperature on daily modal variability of a steel-concrete composite bridge", J. Bridge Eng., 17(6), 979-983. https://doi.org/10.1061/(ASCE)BE.1943-5592.0000372
  19. Naito, H. and Bolander, J.E. (2019), "Damage detection method for RC members using local vibration testing", Eng. Struct., 178, 361-374. https://doi.org/10.1016/j.engstruct.2018.10.031
  20. Oshima, Y., Yamamoto, K. and Sugiura, K.Y. (2014), "Damage assessment of a bridge based on mode shapes estimated by responses of passing vehicles", Smart Struct. Syst., Int. J., 5(13), 731-753. https://doi.org/10.12989/sss.2014.13.5.731
  21. Park, S., Stubbs, N., Bolton, R., Choi, S. and Sikorsky, C. (2001), "Field verification of the damage index method in a concrete box-girder bridge via visual inspection", Comput.-Aided Civil Inf., 16(1), 58-70. https://doi.org/10.1111/0885-9507.00213
  22. Raja, B.N.K., Miramini, S., Duffield, C., Sofi, M., Mendis, P. and Zhang, L.H. (2020), "The influence of ambient environmental conditions in detecting bridge concrete deck delamination using infrared thermography (IRT)", Struct. Control Health Monit., 27, e25064. https://doi.org/10.1002/stc.2506
  23. Rehman, S.K., Ibrahim, Z., Memon, S.A. and Jameel, M. (2016), "Nondestructive test methods for concrete bridges: A review", Constr. Build Mater., 107(2016), 58-86. https://doi.org/10.1016/j.conbuildmat.2015.12.011
  24. Shokrani, Y., Dertimanis, V.K., Chatzi, E.N. and Savoia, M.N. (2018), "On the use of mode shape curvatures for damage localization under varying environmental conditions", Struct. Control Health Monit., 25, e2132. https://doi.org/10.1002/stc.2132
  25. Timoshenko, S. and Woinowsky-Krieger, S. (1959), Theory of Plates and Shells, McGraw-Hill, New York, USA.
  26. Tributsch, A. and Adam, C. (2018), "An enhanced energy vibration-based approach for damage detection and localization", Struct. Control Health Monit., 25, e2047. https://doi.org/10.1002/stc.2047
  27. Wahab, M.A. and Roeck, G. (1997), "Effect of temperature on dynamic system parameters of a highway bridge", Proc. Struct. Eng. Int., 7(4), 266-270. https://doi.org/ 10.2749/101686697780494563
  28. Xiang, Z.H., Dai, X.W., Zhang, Y. and Lu, Q.H. (2010), "The tap-scan method for damage detection of bridge structures", Interact. Multiscale Mech., 3(2010). https://doi.org/10.12989/imm.2010.3.2.173
  29. Yan, Y.J., Cheng, L., Wu, Z.Y. and Yam, L.H. (2007), "Development in vibration-based structural damage detection technique", Mech. Syst. Signal Pr., 21(5), 2198-2211. https://doi.org/10.1016/j.ymssp.2006.10.002
  30. Yang, Y.B. and Yang, J.P. (2004), "State-of-the-art review on modal identification and damage detection of bridges by moving test vehicles", Int J Struct Stab Dyn, 18(2), 1850025. https://doi.org/10.1142/S0219455418500256
  31. Yang, Y.B., Lin, C.W. and Yau, J.D. (2004), "Extracting bridge frequencies from the dynamic response of a passing vehicle", J. Sound Vib., 272(3-5), 471-493. https://doi.org/10.1016/S0022-460X(03)00378-X
  32. Yang, Y.B., Li, Y.C. and Chang, K.C. (2014), "Constructing the mode shapes of a bridge from a passing vehicle: a theoretical study", Smart Struct. Syst., Int. J., 13(5), 797-819. https://doi.org/10.12989/sss.2014.13.5.797
  33. Yang, D.H., Yi, T.H. and Li, H.N. (2017), "Coupled fatigue-corrosion failure analysis and performance assessment of RC bridge deck slabs", J. Bridge Eng., 22(10), 04017077. https://doi.org/10.1061/(ASCE)BE.1943-5592.0001108
  34. Zhang, Y., Wang, L.Q. and Xiang, Z.H. (2012), "Damage detection by mode shape squares extracted from a passing vehicle", J. Sound Vib., 331(2), 291-307. https://doi.org/10.1016/j.jsv.2011.09.004
  35. Zhu, J.Y. and Popovics, J.S. (2007), "Imaging concrete structures using air-coupled impact-echo", J. Eng. Mech., 133(6), 628-640. https://doi.org/10.1061/(ASCE)0733-9399(2007)133:6(628)