Technical Papers
May 20, 2020

Field Monitoring of RC-Structures under Dynamic Loading Using Distributed Fiber-Optic Sensors

Publication: Journal of Performance of Constructed Facilities
Volume 34, Issue 4

Abstract

The ability to properly assess existing reinforced concrete (RC) structures provides an opportunity to prevent costly rehabilitations or replacements and aid in the optimization of future designs. Distributed fiber-optic sensing (DFOS) is a promising option in the assessment of these complex structures. Previous uses of this technology, however, have been limited to static measurements, prohibiting the assessment of structures exposed to dynamic loads. This research intends to assess the dynamic sensing capabilities of a DFOS system and, in turn, improve the current understanding of the dynamic behavior of an existing RC beam tested in situ through a case study. Based on the data provided by the dynamic distributed fiber-optic sensors (DDFOS), dynamic measurements of distributed strains, distributed deflections, and crack widths can all be provided. Further details regarding the use of the DDFOS system in assessment, including the determination of support conditions and dynamic response factors, are presented and discussed.

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Data Availability Statement

Some or all data, models, or code generated or used during the study are available from the corresponding author by request (i.e., raw fiber-optic strain data and LP data).

Acknowledgments

The authors would like to acknowledge the Natural Sciences and Engineering Research Council of Canada for their financial support. The authors would also like to thank Sara Nurmi, Eric Pannese, Paul Thrasher, and Andre Brault from Queen’s University. Finally, the authors would like to thank all of the volunteers who were involved in the experiments.

References

ACI (American Concrete Institute). 2001. Control of cracking in concrete structures. ACI 224R. Farmington Hills, MI: ACI.
Bakht, B., and S. G. Pinjarkar. 1989. “Dynamic testing of highway bridges—A review.” Transp. Res. Rec. 1123: 93–100.
Barrias, A., J. R. Casas, and S. Villalba. 2018a. “Fatigue testing of reinforced concrete beam instrumented with distributed optical fiber sensors (DOFS).” In Proc., Civil Engineering Research in Ireland. Dublin, Ireland: Civil Engineering Research Association of Ireland.
Barrias, A., G. Rodriguez, J. R. Casas, and S. Villalba. 2018b. “Application of distributed optical fiber sensors for the health monitoring of two real structures in Barcelona.” Struct. Infrastruct. Eng. 14 (7): 967–985. https://doi.org/10.1080/15732479.2018.1438479.
Bentz, E. C., and N. A. Hoult. 2016. “Bridge model updating using distributed sensor data.” Proc. Inst. Civ. Eng. Bridge Eng. 170 (1): 74–86. https://doi.org/10.1680/jbren.15.00030.
Brault, A., N. Hoult, T. Greenough, and I. Trudeau. 2018. “Monitoring of beams in an RC building during a load test using distributed sensors.” J. Perform. Constr. Facil. 33 (1): 04018096. https://doi.org/10.1061/(ASCE)CF.1943-5509.0001250.
Brault, A., and N. A. Hoult. 2019a. “Distributed reinforcement strains: Measurement and application.” ACI Struct. J. 116 (4): 115–127.
Brault, A., and N. A. Hoult. 2019b. “Monitoring reinforced concrete serviceability performance using fiber-optic sensors.” ACI Struct. J. 116 (1): 57–70.
Broth, Z., and N. A. Hoult. 2020. “Dynamic distributed strain sensing to assess reinforced concrete behaviour.” Eng. Struct. 204 (Feb): 110036. https://doi.org/10.1016/j.engstruct.2019.110036.
Chang, P. C., A. Flatau, and S. C. Liu. 2003. “Review paper: Health monitoring of civil infrastructure.” Struct. Health Monit. Int. J. 2 (3): 257–267. https://doi.org/10.1177/1475921703036169.
Davis, C., M. Knowles, N. Rajic, and G. Swanton. 2016. “Evaluation of a distributed fibre optic strain sensing system for full-scale fatigue testing.” Procedia Struct. Integrity 2: 3784–3791. https://doi.org/10.1016/j.prostr.2016.06.471.
Davis, M. B., N. A. Hoult, S. Bajaj, and E. C. Bentz. 2017. “Distributed sensing for shrinkage and tension stiffening measurement.” ACI Struct. J. 114 (3): 753–764.
Gastineau, A., T. Johnson, and A. Schultz. 2009. Bridge health monitoring and inspections: A survey of methods. St. Paul, MN: Minnesota Dept. of Transportation.
Gebremichael, Y. M., et al. 2005. “A field deployable, multiplexed Bragg grating sensor system used in an extensive highway bridge monitoring evaluation tests.” IEEE Sens. J. 5 (3): 510–519. https://doi.org/10.1109/JSEN.2005.846185.
Highway Research Board. 1962. Special report 61D: The AASHO road test. Washington, DC: National Academy of Sciences, National Research Council.
Hoult, N., M. Dutton, A. Hoag, and W. A. Take. 2016. “Measuring crack movement in reinforced concrete using digital image correlation: Overview and application to shear slip measurements.” Proc. IEEE 104 (8): 1561–1574. https://doi.org/10.1109/JPROC.2016.2535157.
Kreger, S. T., D. K. Gifford, M. E. Froggatt, A. K. Sang, R. G. Duncan, M. S. Wolfe, and B. J. Soller. 2007. “High-resolution extended distance distributed fiber-optic sensing using rayleigh backscatter.” In Proc., Sensor Systems and Networks: Phenomena, Technology, and Applications for NDE and Health Monitoring. Bellingham, WA: SPIE.
Kreger, S. T., A. K. Sang, N. Garg, and J. Michel. 2013. “High resolution, high sensitivity, dynamic distributed structural monitoring using optical frequency domain reflectometry.” In Proc., Fiber Optic Sensors and Applications X. Bellingham, WA: SPIE.
Kurashima, T., T. Horiguchi, and M. Tateda. 1990. “Distributed-temperature sensing using stimulated Brillouin scattering in optical silica fibers.” Opt. Lett. 15 (18): 1038–1040. https://doi.org/10.1364/OL.15.001038.
Lee, J. J., and M. Shinozuka. 2006. “A vision-based system for remote sensing of bridge displacement.” NDT & E Int. 39 (5): 425–431. https://doi.org/10.1016/j.ndteint.2005.12.003.
LUNA Technologies. 2017. ODiSI-B optical distributed sensor interrogator: User’s guide. Blacksburg, VA: Luna Innovations Incorporated.
Majumder, M., T. K. Gangopadhyay, A. K. Chakraborty, K. Dasgupta, and D. K. Bhattacharya. 2008. “Fibre Bragg gratings in structural health monitoring—Present status and applications.” Sens. Actuators, A 147 (1): 150–164. https://doi.org/10.1016/j.sna.2008.04.008.
Middleton, C. R. 1997. “Concrete bridge assessment: An alternative approach.” Struct. Eng. 75 (23/24): 403–409.
Mohamad, H., K. Soga, A. Pellew, and P. J. Bennett. 2011. “Performance monitoring of a secant-piled wall using distributed fiber optic strain sensing.” J. Geotech. Geoenviron. Eng. 137 (12): 1236–1243. https://doi.org/10.1061/(ASCE)GT.1943-5606.0000543.
Ohno, H., H. Naruse, M. Kihara, and A. Shimada. 2001. “Industrial applications of the BOTDR optical.” Opt. Fiber Technol. 7 (1): 45–64. https://doi.org/10.1006/ofte.2000.0344.
Orr, J. J., T. J. Ibell, A. P. Darby, and M. Evernden. 2014. “Shear behaviour of non-prismatic steel reinforced concrete beams.” Eng. Struct. 71 (Jul): 48–59. https://doi.org/10.1016/j.engstruct.2014.04.016.
Regier, R., and N. Hoult. 2014. “Distributed strain behavior of a reinforced concrete bridge: Case study.” J. Bridge Eng. 19 (12): 05014007. https://doi.org/10.1061/(ASCE)BE.1943-5592.0000637.
Salawu, O. S., and C. Williams. 1995. “Review of full-scale dynamic testing of bridge structures.” Eng. Struct. 17 (2): 113–121. https://doi.org/10.1016/0141-0296(95)92642-L.
Spencer, B. F., M. E. Ruiz-Sandoval, and N. Kurata. 2004. “Smart sensing technology: Opportunities and challenges.” Struct. Control Health Monit. 11 (4): 349–368. https://doi.org/10.1002/stc.48.
Tennyson, R. C., A. A. Mufti, S. Rizkalla, G. Tadros, and B. Benmokrane. 2001. “Structural health monitoring of innovative bridges in Canada with fiber optic sensors.” Smart Mater. Struct. 10 (3): 560–573. https://doi.org/10.1088/0964-1726/10/3/320.
Van Der Kooi, K., N. A. Hoult, and H. Le. 2018. “Monitoring an in-service railway bridge with a distributed fiber optic strain sensing system.” J. Bridge Eng. 23 (10): 05018007. https://doi.org/10.1061/(ASCE)BE.1943-5592.0001281.
Vecchio, F. J., and M. P. Collins. 1986. “The modified compression-field theory for reinforced concrete elements subjected to shear.” ACI J. 83 (2): 219–231.
Wheeler, L. N., E. Pannese, N. A. Hoult, W. A. Take, and H. Le. 2018. “Measurement of distributed dynamic rail strains using a rayleigh backscatter based fiber optic sensor: Lab and field evaluation.” Transp. Geotech. 14 (Mar): 70–80. https://doi.org/10.1016/j.trgeo.2017.10.002.
Wong, L., W. K. Chiu, and J. Kodikara. 2018. “Using distributed optical fibre sensor to enhance structural health monitoring of a pipeline subjected to hydraulic transient excitation.” Struct. Health Monit. 17 (2): 298–312. https://doi.org/10.1177/1475921717691036.

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Published In

Go to Journal of Performance of Constructed Facilities
Journal of Performance of Constructed Facilities
Volume 34Issue 4August 2020

History

Received: Jun 13, 2019
Accepted: Mar 13, 2020
Published online: May 20, 2020
Published in print: Aug 1, 2020
Discussion open until: Oct 20, 2020

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Authors

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Zachary E. Broth [email protected]
Researcher, Dept. of Civil Engineering, Queen’s Univ., 58 University Ave., Kingston, ON, Canada K7L 3N6. Email: [email protected]
Neil A. Hoult, M.ASCE [email protected]
Associate Professor, Dept. of Civil Engineering, Queen’s Univ., 58 University Ave., Kingston, ON, Canada K7L 3N6 (corresponding author). Email: [email protected]

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