DOI QR코드

DOI QR Code

Mechanical strength of FBG sensor exposed to cyclic thermal load for structural health monitoring

  • Kim, Heonyoung (Advanced Materials Research Team, Korea Railroad Research Institute) ;
  • Kang, Donghoon (Advanced Materials Research Team, Korea Railroad Research Institute) ;
  • Kim, Dae-Hyun (Department of Mechanical and Automotive Engineering, Seoul National University of Science and Technology)
  • Received : 2016.08.07
  • Accepted : 2016.10.25
  • Published : 2017.03.25

Abstract

Fiber Bragg grating (FBG) sensors are applied to structural health monitoring (SHM) in many areas due to their unique advantages such as ease of multiplexing and capability of absolute measurement. However, they are exposed to cyclic thermal load, generally in the temperature range of $-20^{\circ}C$ to $60^{\circ}C$, in railways during a long-term SHM and the cyclic thermal load can affect the mechanical strength of FBGs. In this paper, the effects of both cyclic thermal load and the reflectivity of FBGs on the mechanical strength are investigated though tension tests of FBG specimens after they are aged in a thermal chamber with temperature changes in a range from $-20^{\circ}C$ to $60^{\circ}C$ for 300 cycles. Results from tension tests reveal that the mechanical strength of FBGs decreases about 8% as the thermal cycle increases to 100 cycles; the mechanical strength then remains steady until 300 cycles. Otherwise, the mechanical strength of FBGs with reflectivity of 6dB (70%) and 10dB (90%) exhibits degradation values of about 6% and 12%, respectively, compared to that with reflectivity of 3dB (50%) at 300 cycles. SEM photos of the Bragg grating parts also show defects that cause their strength degradation. Consequently, it should be considered that mechanical strength of FBGs can be degraded by both thermal cycles and the reflectivity if the FBGs are exposed to repetitive thermal load during a long-term SHM.

Keywords

Acknowledgement

Supported by : National Research Foundation of Korea(NRF)

References

  1. Chung, W. and Kang, D. (2008), "Full-scale test of a concrete box girder using FBG sensing system", Eng. Struct., 30(3), 643-652. https://doi.org/10.1016/j.engstruct.2007.05.003
  2. Feng, X., Wu, W., Li, X., Zhang, X. and Zhou, J. (2015), "Experimental investigations on detecting lateral buckling for subsea pipelines with distributed fiber optic sensors", Smart Struct. Syst., 2(15), 245-258.
  3. Grillet, A., Kinet, D., Witt, J., Schukar, M., Krebber, K., Pirotte, F. and Depre, A. (2008), "Optical fiber sensors embedded into medical textiles for healthcare monitoring", IEEE Sensor. J., 8(7), 1215-1222. https://doi.org/10.1109/JSEN.2008.926518
  4. Han, J., Song, Y., Wang, L. and Song, S. (2015), "Residual strain analysis of non-prestressed reinforcement in PPC beams under fatigue loading", Mater. Struct, 48(6), 1785-1802. https://doi.org/10.1617/s11527-014-0272-0
  5. Ihn, J.B. and Chang, F.K. (2008), "Pitch-catch active sensing methods in structural health monitoring for aircraft structures", Struct. Hlth. Monit., 7(1), 5-19. https://doi.org/10.1177/1475921707081979
  6. Kang, D.H., Park, S.O., Hong, C.S. and Kim, C.G. (2007), "Mechanical strength characteristics of fiber Bragg gratings considering fabrication process and reflectivity", J. Intel. Mater. Syst. Struct., 18(4), 303-309. https://doi.org/10.1177/1045389X06066030
  7. Kang, D., Kim, D.H. and Jang, S. (2014), "Design and development of structural health monitoring system for smart Railroad‐Gauge‐Facility using FBG sensors", Experiment. Techniq., 38(5), 39-47. https://doi.org/10.1111/j.1747-1567.2012.00844.x
  8. Kang, D., Park, S.O., Hong, C.S. and Kim, C.G. (2005), "The signal characteristics of reflected spectra of fiber Bragg grating sensors with strain gradients and grating lengths", NDT & E Int., 38(8), 712-718. https://doi.org/10.1016/j.ndteint.2005.04.006
  9. Kesavan, K., Ravisankar, K., Parivallal, S. and Sreeshylam, P. (2005), "Applications of fiber optic sensors for structural health monitoring", Smart Struct. Syst., 1(4), 355-368. https://doi.org/10.12989/sss.2005.1.4.355
  10. Kim, D.H. and Feng, M.Q. (2007), "Real-time structural health monitoring using a novel fiber-optic accelerometer system", IEEE Sensors J., 7(4), 536-543. https://doi.org/10.1109/JSEN.2007.891988
  11. Kim, H.Y. and Kim, D.H. (2015), "Sensor system for multi-point monitoring using bending loss of single mode optical fiber", J. Korean Soc. Nondestruct. Test., 35(1), 39-45. https://doi.org/10.7779/JKSNT.2015.35.1.39
  12. Kwon, K.A., Choi, M.Y., Park, H.S., Park, J.H., Huh, Y.H. and Choi, W.J. (2015), "Quantitative defects detection in wind turbine blade using optical infrared thermography", J. Korean Soc. Nondestruct. Test., 35(1), 25-30. https://doi.org/10.7779/JKSNT.2015.35.1.25
  13. Lee, J.H., Kim, D.H. and Park, I.K. (2014), "Application of a fiber Fabry-Perot interferometer sensor for receiving SH-EMAT signals", J. Korean Soc. Nondestruct. Test., 34(2), 165-170. https://doi.org/10.7779/JKSNT.2014.34.2.165
  14. Lee, K.H. and Kim, D. H. (2013), "Shape monitoring of composite cantilever beam by using fiber Bragg grating sensors", Trans. Korean Soc. Mech. Eng. A, 37(7), 833-839. https://doi.org/10.3795/KSME-A.2013.37.7.833
  15. Okabe, Y., Yashiro, S., Kosaka, T. and Takeda, N. (2000), "Detection of transverse cracks in CFRP composites using embedded fiber Bragg grating sensors", Smart Mater. Struct., 9(6), 832. https://doi.org/10.1088/0964-1726/9/6/313
  16. Rao, Y.J., Webb, D.J., Jackson, D.A., Zhang, L. and Bennion, I. (1997), "In-fiber Bragg-Grating temperature sensor system for medical applications", J. Lightwave Technol., 15(5), 779-785. https://doi.org/10.1109/50.580812
  17. Takeda, S., Okabe, Y. and Takeda, N. (2002), "Delamination detection in CFRP laminates with embedded small-diameter fiber Bragg grating sensors", Compos. Part A: Appl. Sci. Manufact., 33(7), 971-980. https://doi.org/10.1016/S1359-835X(02)00036-2
  18. Talebinejad, I., Fischer, C. and Ansari, F. (2009), "Serially multiplexed FBG accelerometer for structural health monitoring of bridges", Smart Struct. Syst., 5(4), 345-355. https://doi.org/10.12989/sss.2009.5.4.345
  19. Wang, L., Han, J. and Song, Y. (2014), "Fatigue performance monitoring of full-scale PPC beams by using the FBG sensors", Smart Struct. Syst., 13(6), 943-957. https://doi.org/10.12989/sss.2014.13.6.943
  20. Wei, C.Y., Ye, C.C., James, S.W., Tatam, R.P. and Irving, P.E. (2002), "The influence of hydrogen loading and the fabrication process on the mechanical strength of optical fibre Bragg gratings", Optic. Mater., 20(4), 241-251. https://doi.org/10.1016/S0925-3467(02)00069-1

Cited by

  1. Causes of uncertainty in thermoelasticity measurements of structural elements vol.20, pp.5, 2017, https://doi.org/10.12989/sss.2017.20.5.539
  2. Localisation of embedded water drop in glass composite using THz spectroscopy vol.21, pp.6, 2018, https://doi.org/10.12989/sss.2018.21.6.751
  3. Temperature analysis of a long-span suspension bridge based on a time-varying solar radiation model vol.25, pp.1, 2017, https://doi.org/10.12989/sss.2020.25.1.023