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Application of optical-Fiber Bragg Grating sensors in monitoring the rail track deformations

Journal Article


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Abstract


  • The lateral flow of ballast during the passage of trains can reduce the stability of rail tracks. Therefore, it is important to monitor and restrain the movement of ballast accordingly in order to prevent track misalignment. This current study explored the use of optical-Fiber Bragg Grating (FBG) sensors to measure the lateral displacement of unreinforced and geogrid-reinforced ballast. The tests were conducted on fresh latite basalt at a loading frequency of 20 Hz and up to 250 000 load cycles. The test results showed that the FBG sensing system is fully capable of measuring the lateral displacement of ballast under high-frequency cyclic loading. A comparison of strains obtained from FBGs installed at different depths along the ballast depth is made and the lateral strain profiles are measured. Moreover, an empirical model to convert the FBG strains to an equivalent lateral displacement of ballast is proposed to effectively use this technology in real-time monitoring of track deformations.

UOW Authors


  •   Hussaini, Sd.K. Karimullah (external author)
  •   Indraratna, Buddhima N. (external author)
  •   Vinod, J S. (external author)

Publication Date


  • 2015

Citation


  • Hussaini, S., Indraratna, B. & Vinod, J. S. (2015). Application of optical-Fiber Bragg Grating sensors in monitoring the rail track deformations. Geotechnical Testing Journal, 38 (4), 387-396.

Scopus Eid


  • 2-s2.0-84942915615

Ro Full-text Url


  • http://ro.uow.edu.au/cgi/viewcontent.cgi?article=6393&context=eispapers

Ro Metadata Url


  • http://ro.uow.edu.au/eispapers/5365

Has Global Citation Frequency


Number Of Pages


  • 9

Start Page


  • 387

End Page


  • 396

Volume


  • 38

Issue


  • 4

Place Of Publication


  • United States

Abstract


  • The lateral flow of ballast during the passage of trains can reduce the stability of rail tracks. Therefore, it is important to monitor and restrain the movement of ballast accordingly in order to prevent track misalignment. This current study explored the use of optical-Fiber Bragg Grating (FBG) sensors to measure the lateral displacement of unreinforced and geogrid-reinforced ballast. The tests were conducted on fresh latite basalt at a loading frequency of 20 Hz and up to 250 000 load cycles. The test results showed that the FBG sensing system is fully capable of measuring the lateral displacement of ballast under high-frequency cyclic loading. A comparison of strains obtained from FBGs installed at different depths along the ballast depth is made and the lateral strain profiles are measured. Moreover, an empirical model to convert the FBG strains to an equivalent lateral displacement of ballast is proposed to effectively use this technology in real-time monitoring of track deformations.

UOW Authors


  •   Hussaini, Sd.K. Karimullah (external author)
  •   Indraratna, Buddhima N. (external author)
  •   Vinod, J S. (external author)

Publication Date


  • 2015

Citation


  • Hussaini, S., Indraratna, B. & Vinod, J. S. (2015). Application of optical-Fiber Bragg Grating sensors in monitoring the rail track deformations. Geotechnical Testing Journal, 38 (4), 387-396.

Scopus Eid


  • 2-s2.0-84942915615

Ro Full-text Url


  • http://ro.uow.edu.au/cgi/viewcontent.cgi?article=6393&context=eispapers

Ro Metadata Url


  • http://ro.uow.edu.au/eispapers/5365

Has Global Citation Frequency


Number Of Pages


  • 9

Start Page


  • 387

End Page


  • 396

Volume


  • 38

Issue


  • 4

Place Of Publication


  • United States