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Damage detection in beam-type structures via PZT's dual piezoelectric responses

  • Nguyen, Khac-Duy (Department of Ocean Engineering, Pukyong National University) ;
  • Ho, Duc-Duy (Faculty of Civil Engineering, Ho Chi Minh City University of Technology) ;
  • Kim, Jeong-Tae (Department of Ocean Engineering, Pukyong National University)
  • Received : 2011.11.09
  • Accepted : 2012.12.01
  • Published : 2013.02.25

Abstract

In this paper, practical methods to utilize PZT's dual piezoelectric effects (i.e., dynamic strain and electro-mechanical (E/M) impedance responses) for damage detection in beam-type structures are presented. In order to achieve the objective, the following approaches are implemented. Firstly, PZT material's dual piezoelectric characteristics on dynamic strain and E/M impedance are investigated. Secondly, global vibration-based and local impedance-based methods to detect the occurrence and the location of damage are presented. Finally, the vibration-based and impedance-based damage detection methods using the dual piezoelectric responses are evaluated from experiments on a lab-scaled beam for several damage scenarios. Damage detection results from using PZT sensor are compared with those obtained from using accelerometer and electric strain gauge.

Keywords

Acknowledgement

Supported by : National Research Foundation of Korea (NRF)

References

  1. Adams, R.D., Cawley, P., Pye, C.J. and Stone, B.J. (1978), "A vibration technique for nondestructive assessing the integrity of structures", J. Mech. Eng. Sci., 20(2), 93-100. https://doi.org/10.1243/JMES_JOUR_1978_020_016_02
  2. Bendat, J.S. and Piersol, A.G. (1993), Engineering applications of correlation and spectral analysis, New York, NY, Wiley-Interscience
  3. Bhalla, S. and Soh, C.K. (2003), "Structural impedance based damage diagnosis by piezo-transducers", Earthq. Eng. Struct. D., 32(12), 1897-1916. https://doi.org/10.1002/eqe.307
  4. Bhalla, S., Praveen, K., Gupta A. and Datta T.K. (2009), "Simplified impedance model for adhesively bonded piezo-impedance transducers", J. Aerospace Eng., 22(4), 373-382. https://doi.org/10.1061/(ASCE)0893-1321(2009)22:4(373)
  5. Brincker, R., Zhang. L. and Andersen, P. (2001), "Modal identification of output-only system using frequency domain decomposition", Smart Mater. Struct., 10(3), 441-445. https://doi.org/10.1088/0964-1726/10/3/303
  6. Catbas, F.N., Brown, D.L. and Aktan, A.E. (2006), "Use of modal flexibility for damage detection and condition assessment: Case studies and demonstrations on large structures", J. Struct. Eng.- ASCE, 132(11), 1699-1712. https://doi.org/10.1061/(ASCE)0733-9445(2006)132:11(1699)
  7. Doebling, S.W., Farrar, C.R. and Prime, M.B. (1998), "A summary review of vibration-based damage identification methods", Shock Vib., 30(2), 91-105. https://doi.org/10.1177/058310249803000201
  8. Giurgiutiu, V. and Zagrai, A.N. (2005), "Damage detection in thin plates and aerospace structures with the electro-mechanical impedance method", Struct. Health Monit., 4(2), 99-118. https://doi.org/10.1177/1475921705049752
  9. Gul, M. and Catbas, F.N. (2008), "Ambient vibration data analysis for structural identification and global condition assessment", J. Eng. Mech.- ASCE, 134(8), 650-662. https://doi.org/10.1061/(ASCE)0733-9399(2008)134:8(650)
  10. Kim, J.T., Ryu, Y.S., Cho, H.M. and Stubbs, N. (2003), "Damage identification in beam-type structures: frequency-based method vs mode-shape-based method", Eng. Struct., 25(1), 57-67. https://doi.org/10.1016/S0141-0296(02)00118-9
  11. Kim, J.T., Park, J.H. and Lee, B.J. (2006), "Vibration-based damage monitoring in model plate-girder bridges under uncertain temperature conditions", Eng. Struct., 29(7), 1354-1365.
  12. Kim, J.T., Na, W.B., Hong, D.S. and Park, J.H. (2006), "Global and local health monitoring of plate-girder bridges under uncertain temperature conditions", Steel Struct., 6, 369-376
  13. Kim, J.T., Park, J.H., Hong, D.S. and Park, W.S. (2010), "Hybrid health monitoring of prestressed concrete girder bridges by sequential vibration-impedance approaches", Eng. Struct., 32(1), 115-128 https://doi.org/10.1016/j.engstruct.2009.08.021
  14. Kim, J.T., Park, J.H., Koo, K.Y. and Lee, J.J. (2008), "Acceleration-based neural networks algorithm for damage detection in structures", Smart Struct. Syst., 4(5), 583-603. https://doi.org/10.12989/sss.2008.4.5.583
  15. Koo, K.Y. (2008), Structural health monitoring methods for bridges using ambient vibration and impedance measurements, Doctoral Dissertation, Korea Advanced Institute of Science and Technology, Deajeon. Korea.
  16. Liang, C., Sun, F.P. and Rogers, C.A. (1996), "Electro-mechanical impedance modeling of active material systems", Smart Mater. Struct., 5(2), 171-186. https://doi.org/10.1088/0964-1726/5/2/006
  17. Nagayama, T., Spencer, B.F. and Rice, J.A. (2009), "Autonomous decentralized structural health monitoring using smart sensors", Struct. Health Monit., 16(7-8), 842-859.
  18. Pandey, A.K., Biswas, M. and Samman, M.M. (1991), "Damage detection from changes in curvature mode s hape", J. Sound Vib.,145(2), 312-332.
  19. Park, G., Cudney, H. and Inman D. (2000), "Impedance-based health monitoring of civil structural components", J. Infrastruct. Syst., 6(4), 153-160. https://doi.org/10.1061/(ASCE)1076-0342(2000)6:4(153)
  20. Park, G., Sohn, H., Farrar, C. and Inman, D. (2003), "Overview of piezoelectric impedance-based health monitoring and path forward", Shock Vib., 35(6), 451-463. https://doi.org/10.1177/05831024030356001
  21. Park, J.H., Kim, J.T., Hong, D.S., Mascarenas, D. and Lynch, J.P. (2010), "Autonomous smart sensor nodes for global and local damage detection of prestressed concrete bridges based on accelerations and impedance measurements", Smart Struct. Syst., 6(5-6), 711-730. https://doi.org/10.12989/sss.2010.6.5_6.711
  22. Park, S., Yun, C.B., Roh, Y. and Lee, J.J (2005), "Health monitoring of steel structures using impedance of thickness modes at PZT patches", Smart Struct. Syst., 1(4), 339-353. https://doi.org/10.12989/sss.2005.1.4.339
  23. Park, S., Yun, C.B., Roh, Y. And Lee, J.J. (2006), "PZT-based active damage detection techniques for steel bridge components", Smart Mater. Struct., 15(4), 957-966. https://doi.org/10.1088/0964-1726/15/4/009
  24. Shanker, R., Bhalla, S., Gupta, A. and Kumar, M.P. (2011), "Dual use of PZT patches as sensors in global dynamic and local electromechanical impedance techniques for structural health monitoring", J. Intel. Mat. Syst. Str., published online on September 2011.
  25. Sim, S.H., Spencer, B.F. and Nagayama T. (2011), "Multimetric sensing for structural damage detection", J. Eng. Mech.- ASCE, 137(1), 22-30 https://doi.org/10.1061/(ASCE)EM.1943-7889.0000199
  26. Sirohi, J. and Chopra, I. (2000), "Fundamental understanding of piezoelectric strain sensors", J. Intel. Mat. Syst. Str., 11(4), 246-257. https://doi.org/10.1106/8BFB-GC8P-XQ47-YCQ0
  27. Sohn, H. and Farrar, C.R. (2001), "Damage diagnosis using time series analysis of vibration signals", Smart Mater. Struct., 10(3), 446-451. https://doi.org/10.1088/0964-1726/10/3/304
  28. Sohn, H., Farrar, C.R., Hemez, F.M., Shunk, D.D., Stinemates, D.W. and Nadler, B.R. (2003), A review of structural health monitoring literature: 1996-2001, Los Alamos National Laboratory Report, LA-13976-MS, Los Alamos, NM.
  29. Stubbs, N. and Kim, J.T. (1996), "Damage localization in structures without baseline modal parameters", AIAA J., 34(8), 1644-1649. https://doi.org/10.2514/3.13284
  30. Sun, F.P., Chaudhry, Z., Rogers, C.A. and Majmundar, M. (1995), "Automated real-time structure health monitoring via signature pattern recognition", Proceedings of the SPIE, San Diego.
  31. Yi, J.H. and Yun, C.B. (2004), "Comparative study on modal identification methods uing output-only information", Struct. Eng. Mech., 17(7), 927-944.
  32. Zagrai, A.N. and Giurgiutiu, V. (2001), "Electro-mechanical impedance method for crack detection in thin plates", J. Intel. Mat. Syst. Str., 12(10), 709-718. https://doi.org/10.1177/104538901320560355

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