DOI QR코드

DOI QR Code

Fiber optic smart monitoring of concrete beam retrofitted by composite patches

  • Kim, Ki-Soo (Graduate School of Venture, Hoseo University) ;
  • Chung, Chul (ICES Co. Ltd., Graduate School of Venture, Hoseo University) ;
  • Lee, Ho-Joon (Department of Information and Telecommunication, Hoseo University) ;
  • Kang, Young-Goo (Graduate School of Venture, Hoseo University) ;
  • Kim, Hong (Graduate School of Venture, Hoseo University)
  • 투고 : 2003.01.20
  • 심사 : 2003.10.28
  • 발행 : 2004.03.25

초록

In order to extend the lifetime of buildings and civil infrastructure, patch type fibrous composite retrofitting materials are widely used. Retrofitted concrete columns and beams gain stiffness and strength, but lose toughness and show brittle failure. Usually, the cracks in concrete structures are visible to the naked eye and the status of the structure in the life cycle is estimated through visual inspections. After retrofitting of the structure, crack visibility is blocked by retrofitted composite materials. Therefore, structural monitoring after retrofitting is indispensable and self diagnosis method with optical fiber sensors is very useful. In this paper, we try to detect the peel out effect and find the strain difference between the main structure and retrofitting patch material when they separate from each other. In the experiment, two fiber optic Bragg grating sensors are applied to the main concrete structure and the patching material separately at the same position. The sensors show coincident behaviors at the initial loading, but different behaviors after a certain load. The test results show the possibility of optical fiber sensor monitoring of beam structures retrofitted by the composite patches.

키워드

참고문헌

  1. Baek, S.H. and Kim, K.S. (1997), "Optical fiber monitoring system of bridge in Korea", Proc. of the 1st HealthMonitoring Workshop, 555-563, Stanford Univ.
  2. Garden, H.N., Quantrill, R.J., Hollaway, L.C., Thorone, A.M. and Parke, G.A.R. (1998), "An experimental studyof the anchorage length of carbon fibre composite plates used to strengthen reinforced concrete beams",Construction and Building Materials, 12, 203-219. https://doi.org/10.1016/S0950-0618(98)00002-6
  3. Kim K.S., Kollar, L. and Spring, G.S. (1993), "A model of embedded fiber optic Fabry-Perot temperature andstrain sensors", J. Composite Materials, 27, 1618-1662. https://doi.org/10.1177/002199839302701701
  4. Kim, K.S., Ryu, J.U., Lee, S.J. and Choi, L. (1997), "In-situ monitoring of Sungsan Bridge in Han River with aoptical fiber sensor system", SPIE, 3043, 72-76.
  5. Kim, K.S., Breslauer, M. and Spring, G.S. (1992), "The effect of embedded sensors on the strength of compositelaminates", J. Reinforced Plastics and Composites, 11, 949-958. https://doi.org/10.1177/073168449201100806
  6. Kim, K.S., Segall, A. and Springer, G.S. (1993), "The use of strain measurement for detecting delamination incomposite laminates", Compos. Struct., 23, 75-84. https://doi.org/10.1016/0263-8223(93)90076-3
  7. Kim, K.S., Yoo, J.W., Kim, S.K. and Kim, B.Y. (1996), "Embedded intrinsic Fabry-Perot optical fiber sensors inthe cement concrete structure", SPIE 2718, 218-231.
  8. Lau, K.T., Yuan, L., Zhou, L.M., Wu, J. and Woo, C.H. (2001), "Strain monitoring in FRP laminates andconcrete beams using FBG sensors", Compos. Struct., 51, 9-20. https://doi.org/10.1016/S0263-8223(00)00094-5
  9. Lorenzis, L.D., Miller, B. and Nanni, A. (2001), "Bond of fiber-reinforced polymer laminates to concrete", ACIMat. J., May-June.
  10. Mouring, S.E., Barton, O., Academy, N. and Simmons, D.K. (2001), "External retrofit of R/C beams usingcarbon fiber reinforced polymer laminates", Stanford Univ, USA. Structural Faults & Repair conference.

피인용 문헌

  1. Characterisation of subsurface spatial variability using a cone resistivity penetrometer vol.31, pp.7, 2011, https://doi.org/10.1016/j.soildyn.2011.03.012