Technical Papers
Jan 9, 2015

Distributed Sensing of Circumferential Strain Using Fiber Optics during Full-Scale Buried Pipe Experiments

Publication: Journal of Pipeline Systems Engineering and Practice
Volume 6, Issue 4

Abstract

As buried infrastructure in North America and around the world reaches the end of its service life, engineers and infrastructure managers will require an improved understanding of the performance of both deteriorated pipes and repair techniques. To develop this improved understanding, sensing technologies that enable the full pipe behavior to be measured, rather than a small number of localized discrete measurements, are required. A possible solution to this problem is to use distributed fiber optic strain sensors. To this end, a series of buried pipe tests were undertaken on steel, concrete, and high-density polyethylene (HDPE) pipes instrumented with distributed fiber optic strain sensors. The distributed measurements were in agreement with conventional strain gauges, but enabled the full strain distribution around the circumference of the pipe to be measured. This allowed localized behavior that would have been missed with conventional strain gauges to be detected and quantified. In addition, the choice of fiber optic cable proved to be an important consideration due to a trade-off between measurement accuracy and sensor robustness.

Get full access to this article

View all available purchase options and get full access to this article.

Acknowledgments

The authors gratefully acknowledge the financial support of the National Cooperative Highway Research Program of the Transportation Research Board (Washington, DC), the Natural Sciences and Engineering Research Council of Canada, the Canada Foundation for Innovation, and the Ministry of Research and Innovation Ontario. Any opinions, findings, conclusions, or recommendations expressed in this document are those of the authors and do not necessarily reflect the views of the sponsors. The authors would also like to thank Sean Heidstra and KWH Pipe, Robert Cumming and Lafarge North America Inc., and Dave Pearson and the Ministry of Transportation Ontario for donating materials used in this research. Finally, the research would not have been possible without the assistance of Graeme Boyd, Van Thien Mai, and Ryan Regier.

References

AASHTO. (2012). “AASHTO LRFD bridge design specifications.” 6th Ed., Washington, DC.
Agrawal, G. (2001). Non-linear fiber optics, 3rd Ed., Academic Press, San Diego.
ASCE. (2013). “2013 report card for America’s infrastructure.” 〈http://www.infrastructurereportcard.org/a/#p/home〉 (Jul. 23, 2013).
ASTM. (2011a). “Standard specification for reinforced concrete culvert, storm drain, and sewer pipe.” C76-11, West Conshohocken, PA.
ASTM. (2011b). “Standard specification for steel sheet, zinc-coated (galvanized) or zinc-iron alloy-coated (galvannealed) by the hot-dip process.” A653, West Conshohocken, PA.
ASTM. (2013a). “Standard guide for insertion of flexible polyethylene pipe into existing sewers.” F585, West Conshohocken, PA.
ASTM. (2013b). “Standard test methods for concrete pipe, manhole sections, or tile (metric).” C497M-13, West Conshohocken, PA.
Brachman, R. W. I., Mak, A. C., and Moore, I. D. (2010). “Ultimate limit state of a deep-corrugated large-span box culvert.”, Transportation Research Board, Washington, DC, 55–61.
Brachman, R. W. I., Moore, I. D., and Munro, S. M. (2008). “Compaction effects on strains in thermoplastic culverts.” Geosynthetics Int., 15(2), 72–85.
Brachman, R. W. I., Moore, I. D., and Rowe, R. K. (2001). “Local strain on a leachate collection pipe.” Can. J. Civ. Eng., 27(6), 1273–1285.
Carrasquilio, R. L., Nilson, A. H., and Slate, F. O. (1981). “Properties of high strength concrete subject to short-term loads.” ACI J., 78(3), 171–178.
Cheng, L. K., and Ahlers, B. (2006). “Vega interstage strain measurements: Comparison between conventional strain gages and fibre Bragg grating sensors.” Proc., 6th Int. Conf. on Space Optics, A. Wilson, ed., Vol. 621, European Space Agency, Paris, 97.
Cheung, L. L. K., Soga, K., Bennett, P. J., Kobayashi, Y., Amatya, B., and Wright, P. (2010). “Optical fibre strain measurement for tunnel lining monitoring.” Proc. ICE Geotech. Eng., 163(3), 119–130.
Childers, B. A., et al. (2001). “Use of 3000 Bragg grating strain sensors distributed on four eight-meter optical fibers during static load tests of a composite structure.” Proc., 8th Annual Int. Symp. on Smart Structures and Materials, Vol. 4332, SPIE, Bellingham, WA, 133–142.
CSA (Canadian Standards Association). (2006). “Canadian highway bridge design code.” CAN/CSA-S6-06, Mississauga, ON, Canada.
CSA (Canadian Standards Association). (2014). “Standards for concrete pipe and manhole sections.” CSA-A257-14, Mississauga, ON, Canada.
Ding, Y., Shi, B., Bao, X., and Gao, J. Q. (2004). “A study on the jacket effect of fiber optic sensors.” Proc., Photonics North 2004: Photonic Applications in Telecommunications, Sensors, Software, and Lasers, Vol. 5579, SPIE, Bellingham, WA, 43–50.
Elshimi, T., Brachman, R. W. I., and Moore, I. D. (2014). “Effect of truck position and multiple truck loading on response of long-span metal culverts.” Can. Geotech. J., 51(2), 196–207.
Gifford, D. K., Kreger, S. T., Sang, A. K., Forggatt, M. E., Duncan, R. G., and Duncan, M. (2007). “Swept-wavelength interferometric interrogation of fiber Rayleigh scatter for distributed sensing applications.” Proc., Fiber Optic Sensors and Applications V, Vol. 6770, SPIE, Bellingham, WA, 67700 F-1–67700 F-9.
Glisic, B., and Yao, Y. (2012). “Fiber optic method for health assessment of pipelines subjected to earthquake-induced ground movement.” Struct. Health Monit., 11(6), 696–711.
Güemes, A., Fernandez-Lopez, A., and Soller, B. (2010). “Optical fiber distributed sensing—Physical principles and applications.” Struct. Health Monit., 9(3), 233–245.
Henault, J. M., et al. (2011). “Quantitative strain measurement and crack detection in RC structures using a truly distributed fiber optic sensing system.” Constr. Build. Mater., 37, 916–923.
Hoult, N. A., Ekim, O., and Regier, R. (2014). “Damage/deterioration detection for steel structures using distributed fiber optic strain sensors.” J. Eng. Mech., 04014097-1–04014097-9.
Inaudi, D., Vurpillot, S., Casanova, N., and Osa-Wyser, A. (1996). “Development and field test of deformation sensors for concrete embedding.” Proc., Smart Structures and Materials 1996: Industrial and Commercial Applications of Smart Structures Technologies, Vol. 2721, SPIE, Bellingham, WA, 138–148.
Klar, A., Dromy, I., and Linker, R. (2014). “Monitoring tunneling induced ground displacements using distributed fiber-optic sensing.” Tunnelling Underground Space Technol., 40, 141–150.
Klar, A., and Linker, R. (2010). “Feasibility study of automated detection of tunnel excavation by Brillouin optical time domain reflectometry.” Tunnelling Underground Space Technol., 25(5), 575–586.
Kreger, S. T., et al. (2007). “High-resolution extended distance distributed fiber-optic sensing using Rayleigh backscatter.” Proc., 14th Int. Symp. on: Smart Structures and Materials & Nondestructive Evaluation and Health Monitoring, Vol. 6530, SPIE, Bellingham, WA, 65301 R-1–65301 R-10.
Lee, B. (2003). “Review of the present status of optical fiber sensors.” Opt. Fiber Technol., 9(2), 57–79.
Luna Technologies. (2011). Optical backscatter reflectometer model 4600 user guide: Version 3, Blacksburg, VA.
Mai, V., Hoult, N. A., and Moore, I. D. (2014). “Effect of deterioration on the performance of corrugated steel culverts.” J. Geotech. Geoenviron. Eng., 04013007-1–04013007-11.
Mohamad, H., Soga, K., Pellew, A., and Bennett, P. J. (2011). “Performance monitoring of a secant-piled wall using distributed fiber optic strain sensing.” J. Geotech. Geoenviron. Eng., 1236–1243.
Moore, I. D., and Hu, F. (1996). “Linear viscoelastic modelling of profiled high density polyethylene pipe.” Can. J. Civ. Eng., 23(2), 395–407.
Regier, R. (2013). “Application of fibre optics on reinforced concrete structures to develop a structural health monitoring technique.” M.A.Sc. thesis, Queen’s Univ., Kingston, ON, Canada.
Regier, R., and Hoult, N. A. (2014). “Distributed strain behavior of a reinforced concrete bridge: Case study.” J. Bridge Eng., 05014007-1–05014007-9.
Rogers, A. J. (1988). “Distributed optical-fibre sensors for the measurement of pressure, strain and temperature.” Phys. Rep., 169(2), 99–143.
Scott, J. D., Bauer, G. E., and Shields, D. H. (1977). “Triaxial testing on granular A aggregate.”, Ontario Joint Transportation and Communications Research Program, Toronto.
Simpson, B. (2014). “Behaviour of deteriorated pipes rehabilitated with grouted slipliners.” M.A.Sc. thesis, Queen’s Univ., Kingston, ON, Canada.
Villalba, S., and Casas, J. R. (2012). “Application of optical fiber distributed sensing to health monitoring of concrete structures.” Mech. Syst. Sig. Process., 39(1–2), 441–451.
Vorster, T. E. B., Soga, K., Mair, R. J., Bennett, P. J., Klar, A., and Choy, C. K. (2006). “The use of fibre optic sensors to monitor pipeline response to tunnelling.” Proc., GeoCongress 2006, ASCE, Reston, VA, 1–6.
Xihao, C., and Junhua, H. (2008). “Strain transfer capability of strain sensing optical fiber cable and its measurement method.” Proc., 57th Int. Wire and Cable Symp. (IWCS), IWCS, Shrewsbury, PA, 424–428.
Yasue, N., Naruse, H., Masuda, J., Kino, H., Nakamura, T., and Yamaura, T. (2000). “Concrete pipe strain measurement using optical fiber sensor.” IEICE Trans. Electron., E83-C(3), 468–474.

Information & Authors

Information

Published In

Go to Journal of Pipeline Systems Engineering and Practice
Journal of Pipeline Systems Engineering and Practice
Volume 6Issue 4November 2015

History

Received: Jul 15, 2014
Accepted: Dec 1, 2014
Published online: Jan 9, 2015
Discussion open until: Jun 9, 2015
Published in print: Nov 1, 2015

Permissions

Request permissions for this article.

Authors

Affiliations

Bryan Simpson [email protected]
Researcher, GeoEngineering Centre at Queen’s–RMC, Queen’s Univ., Kingston, ON, Canada K7L 3N6. E-mail: [email protected]
Neil A. Hoult, M.ASCE [email protected]
Assistant Professor, Dept. of Civil Engineering, Queen’s Univ., Ellis Hall, Kingston, ON, Canada K7L 3N6 (corresponding author). E-mail: [email protected]
Ian D. Moore, M.ASCE [email protected]
Professor and Canada Research Chair in Infrastructure Engineering, GeoEngineering Centre at Queen’s–RMC, Queen’s Univ., Kingston, ON, Canada K7L 3N6. E-mail: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share