DOI QR코드

DOI QR Code

Performance evaluation of smart prefabricated concrete elements

  • Zonta, Daniele (DIMS, University of Trento) ;
  • Pozzi, Matteo (DIMS, University of Trento) ;
  • Bursi, Oreste S. (DIMS, University of Trento)
  • Received : 2005.10.20
  • Accepted : 2007.01.15
  • Published : 2007.10.25

Abstract

This paper deals with the development of an innovative distributed construction system based on smart prefabricated concrete elements for the real-time condition assessment of civil infrastructure. So far, two reduced-scale prototypes have been produced, each consisting of a $0.2{\times}0.3{\times}5.6$ m RC beam specifically designed for permanent instrumentation with 8 long-gauge Fiber Optic Sensors (FOS) at the lower edge. The sensing system is Fiber Bragg Grating (FBG)-based and can measure finite displacements both static and dynamic with a sample frequency of 625 Hz per channel. The performance of the system underwent validation in the laboratory. The scope of the experiment was to correlate changes in the dynamic response of the beams with different damage scenarios, using a direct modal strain approach. Each specimen was dynamically characterized in the undamaged state and in various damage conditions, simulating different cracking levels and recurrent deterioration scenarios, including cover spalling and corrosion of the reinforcement. The location and the extent of damage are evaluated by calculating damage indices which take account of changes in frequency and in strain-mode-shapes. The outcomes of the experiment demonstrate how the damage distribution detected by the system is fully compatible with the damage extent appraised by inspection.

Keywords

References

  1. American Association of State Highway and Transportation Officials (AASHTO) (1997), Guide for Commonly Recognized (CoRe) Structural Elements, AASHTO, Washington, D.C.
  2. Ansari, F. (ed.) (1998), Fiber Optic Sensors for Construction Materials and Bridges, Technomic Publishing Co., Lancaster, PA.
  3. Ansari, F. (2003), "Fiber optic sensors in civil structures", Proceedings of the US - Europe Workshop on Sensors and Smart Structures Technology, Como, Italy, pp.45-50.
  4. Calvert, S., Conte, J.P., Moaveni, B., Schulz, W.L. and de Callalfon, R. (2003), "Real time damage assessment using fiber optic grating sensors", Proceeding of SPIE, 5278, 110-122.
  5. Casciati, F., Domaneschi, M., Inaudi, D., Figini, A., Glisic, B. and Gupta, A. (2004), "Long-gauge fiber-optic sensors: a new approach to dynamic system identification", Proceeding of the Third European Conference on Structural Control, M3-5, Vienna, July.
  6. Dimarogonas, A.D. (1996), "Vibration of cracked structures: a state of the art review", Eng. Fract. Mech., 55(5), 831-857. https://doi.org/10.1016/0013-7944(94)00175-8
  7. Doebling, S.W., Farrar, C.R. and Prime, M.B. (1998), "A summary review of vibration-based damage identification methods", The Shock Vib. Digest, 30(2), 91-105. https://doi.org/10.1177/058310249803000201
  8. Ewins, D.J. (2000), Modal Testing: Theory, Practice and Application, Research Studies Press ltd, Baldock, UK.
  9. Huston, D.R., Fuhr, P.L. and Ambrose, T.P. (1993), "Dynamic testing of concrete with fiber optic sensors", Applications of Fiber Optic Sensors in Engineering Mechanics, ASCE, New York, pp.134-143.
  10. Inaudi, D., Vurpillot, S., Casanova, N. and Kronenberg, P. (1998), "Structural monitoring by curvature analysis using interferometric fiber optic sensors", Smart Mater. Struct., 7, 199-208. https://doi.org/10.1088/0964-1726/7/2/007
  11. Inaudi, D., Glisic, B. and Posenato, D. (2004), "High-speed demodulation of long-gauge fibre optic strain sensors for dynamic structural monitoring", Proceedings of 2nd European Workshop on Structural Health Monitoring, Munich, July, pp.485-591.
  12. Kahn, J.M., Katz, R.H. and Pister, K.S.J. (1999), "Mobile networking for smart dust", Proceedings of ACM/IEEE Intl. Conf. on Mobile Computing and Networking, Seattle, August.
  13. Kim, J.T., Ryu, Y.S., Cho, H.M. and Stubb, N. (2003), "Damage identification in beam-type structures: frequencybased method vs. mode-shape-based method", Eng. Struct., 25, 57-67. https://doi.org/10.1016/S0141-0296(02)00118-9
  14. Lau, K., Chanb, C., Zhou, L. and Jin, W. (2001), "Strain monitoring in composite-strengthened concrete structures using optical fibre sensors", Composites Part B, 32, 33-45. https://doi.org/10.1016/S1359-8368(00)00044-5
  15. Leng, J. and Asundi, A. (2003), "Structural health monitoring of smart composite materials by using EFPI and FBG sensors", Sensors and Actuators, A103, 330-340.
  16. Leung, C.K.Y., Elvin, N., Olson, N., Morse, T.F. and He, Y. (2000), "A novel distributed optical crack sensor for concrete structures", Eng. Fract. Mech., 65, 133-148. https://doi.org/10.1016/S0013-7944(99)00112-5
  17. Leung, C.K.Y. (2001), "Fiber optic sensors in concrete: the future?", NDT&E Int., 34, 85-94. https://doi.org/10.1016/S0963-8695(00)00033-5
  18. Li, H.N., Li, D.S. and Song, G.B. (2004), "Recent applications of fiber optic sensors to health monitoring in civil engineering", Eng. Struct., 26, 1647-1657. https://doi.org/10.1016/j.engstruct.2004.05.018
  19. Maeck, J. and De Roeck, G. (1999), "Dynamic Bending and Torsion Stiffness Derivation from Modal Curvatures and Torsion Rate", J. Sound Vib., 255(1), 153-170.
  20. Measures, R.M. (2001), Structural Monitoring with Fiber Optic Technology, Academic Press, New York.
  21. Mufti, A.A. (2002), "Structural health monitoring of innovative canadian civil engineering structures", Struct. Health Monit., 1(1), 89-103. https://doi.org/10.1177/147592170200100106
  22. Neild, S.A. (2001), "Using non-linear vibration techniques to detect damage in concrete bridges", Ph.D. dissertation, University of Oxford, Department of Engineering Science.
  23. Neild, S.A., McFadden, P.D. and Williams, M.S. (2003), "Damage assessment in concrete beams using nonlinear analysis of vibration measurement", Key Eng. Mater., 245-246, 557-564. https://doi.org/10.4028/www.scientific.net/KEM.245-246.557
  24. Pandey, A.K., Biswas, M. and Samman, M.M. (1991), "Damage detection from changes in curvature mode shapes", J. Sound Vib., 145(2), 321-332. https://doi.org/10.1016/0022-460X(91)90595-B
  25. Pandey, A.K. and Biswas, M. (1994), "Damage detection in structures using changes in flexibility", J. Sound Vib., 169(1), 3-17. https://doi.org/10.1006/jsvi.1994.1002
  26. Rao, Y.J. (1999), "Recent progress in applications of in-fibre Bragg grating sensors", Optics and Lasers in Engineering, 31, 297-324. https://doi.org/10.1016/S0143-8166(99)00025-1
  27. Ryall, M.J., Parke, G.A.R. and Harding, J.E. (2000), Manual of Bridge Engineering, Thomas Telford, London, UK, 883-942.
  28. Schulz, W.L., Conte, J.P., Udd, E. and Sein, J.M. (2000), "Static and dynamic testing of bridges and highways using long-gage fiber Bragg grating based strain sensors", Proceeding of SPIE, 4202, pp.79-86.
  29. Sinha, J.K. and Friswell, M.I. (2002), "Simulation of the dynamic response of a cracked beam", Comput. Struct., 80, 1473-1476. https://doi.org/10.1016/S0045-7949(02)00098-6
  30. Tan, C.M., Owen, J.S., Choo, B.S. (2001), "Non-linear system identification of cracked reinforced concrete beams", Proceedings of COST F3 Conference of Structural System, Kassel, Germany. Udd, E. (ed.) (1991), Fiber Optic Sensors: An Introduction for Engineers and Scientists, Wiley-Interscience, Hoboken, NJ.
  31. Van Den Abeele, K. and De Visscher, J. (2000), "Damage assessment in reinforced concrete using spectral and temporal nonlinear vibration techniques", Cement Concrete Res., 30, 1453-1464. https://doi.org/10.1016/S0008-8846(00)00329-X
  32. Watanabe, E., Frangopol, D.M. and Utsunomiya, T. (eds.) (2004), Bridge Maintenance, Safety, Management and Cost, Balkema, Leiden, NL.
  33. Worden, K. and Tomlinson, G.R. (2001), Nonlinearity in Structural Dynamics, Detection, Identification and Modelling, Institute of Physics Publishing, Bristol, UK.
  34. Woodward, R.J. (2002), BRIME Final Report D14, [http://www.trl.co.uk/brime].
  35. Yoshino, T., Kurasawa, K. and Katsuji, I. (1982), "Fiber-optic fabry-perot interferometer and its sensor application", IEEE J. Quantum Electronics, 10, 1624-1633.
  36. Zonta, D., Lanaro, A. and Zanon, P. (2003), "A strain-flexibility-based approach to damage location", Key Eng. Mater., 245-246, 87-94. https://doi.org/10.4028/www.scientific.net/KEM.245-246.87