Technical Papers
Aug 17, 2015

Summary Review of Structural Health Monitoring Applications for Highway Bridges

Publication: Journal of Performance of Constructed Facilities
Volume 30, Issue 4

Abstract

The state-of-the art paper provides an extensive literature review on the work pertaining to structural health monitoring (SHM) systems used to investigate the structural integrity of highway bridges. The focus of this review is on identifying the SHM research efforts that include damage detection, structural capacity evaluation, and remaining service life estimates on such structures. These efforts have spanned a broad range of data processing methods devoted to tracking changes in structural characteristics for damage detection, codified frameworks enabling structural capacity estimating, and reliability analysis to predict remaining life. Our findings are that a large number of studies considered damage detection by data processing methods, whereas a relatively small number of studies were devoted to the estimation of structural capacities and the remaining service life of bridges. We conclude that the critical gaps include a lack of validated SHM systems that use ambient data to examine design code-based structural integrity and remaining life of highway bridges.

Get full access to this article

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

Acknowledgments

This research was partially supported by a pooled fund project sponsored by the Iowa Department of Transportation (DOT), Illinois DOT, Wisconsin DOT, Caltrans, Federal Highway Administration (FHWA), and the USDA Forest Products Laboratory. This research was also supported by the Basic Science Research Program through the National Research Foundation of Korea (NRF) funded by the Ministry of Science, ICT, and Future Planning (grant number 2013R1A2A2A01068174). The interest and inspiration provided by Drs. Terry J. Wipf and Brent Phares at Iowa State University and Dr. Robert Bolton at the University of Southern Denmark is appreciated. The lead author would like to thank Dr. Ping Lu, who served on one of the peer review panels for this research.

References

AASHTO. (1996). Standard specifications for highway bridges, 16th Ed., Washington, DC.
AASHTO. (1998). LRFD bridge design specifications, 2nd Ed., Washington, DC.
AASHTO. (2000). Manual for condition evaluation of bridges, Washington, DC.
AASHTO. (2003). Manual for condition evaluation of bridges and load and resistance factor rating (LRFR) of highway bridges, Washington, DC.
AASHTO. (2007). LRFD bridge design specifications, 4th Ed., Washington, DC.
AASHTO. (2008). Manual for bridge evaluation, 1st Ed., Washington, DC.
AASHTO. (2011). Manual for bridge evaluation, 2nd Ed., Washington, DC.
Akgül, F., and Frangopol, D. (2003a). “Bridge rating and reliability correlation: Comprehensive study for different bridge types.” J. Struct. Eng., 1063–1074.
Akgül, F., and Frangopol, D. (2003b). “Rating and reliability of existing bridges in a network.” J. Bridge Eng., 383–393.
Akgül, F., and Frangopol, D. (2004). “Time-dependent interaction between load rating and reliability of deteriorating bridges.” Eng. Struct., 26(12), 1751–1765.
Alampalli, S., Fu, G., and Dillon, E. (1997). “Signal versus noise in damage detection by experimental modal analysis.” J. Struct. Eng., 237–245.
Bakht, B., and Jaeger, L. G. (1990). “Bridge testing—A surprise every time.” J. Struct. Eng., 1370–1383.
Barr, P., Woodward, C., and Najera, B. (2003). “Long-term structural health monitoring of the San Ysidro Bridge.”, Bridge Research Center, New Mexico State Univ., Las Cruces, NM.
Barr, P., Woodward, C., Najera, B., and Amin, M. (2006). “Long-term structural health monitoring of the San Ysidro Bridge.” J. Perform. Constr. Facil., 14–20.
Bhattacharya, B., Li, D., and Chajes, M. (2008). “Bridge rating using in-service data in the presence of strength deterioration and correlation in load processes.” Struct. Infrastruct. Eng., 4(3), 237–249.
Bhattacharya, B., Li, D., Chajes, M., and Hastings, J. (2005). “Reliability-based load and resistance factor rating using in-service data.” J. Bridge Eng., 530–543.
Birgul, R., Koyuncu, Y., Ahlborn, T. M., and Aktan, H. M. (2003). “A 40-year performance assessment of prestressed concrete I-girder bridges in Michigan.” Proc., 82nd Annual Meeting of the Transportation Research Board, Transportation Research Board, Washington, DC.
Catbas, F. N., Brown, D. L., and Aktan, A. E. (2006). “Use of modal flexibility for damage detection and condition assessment: case studies and demonstrations on large structures.” J. Struct. Eng., 1699–1712.
Catbas, F. N., Ciloglu, S. K., Hasancebi, O., Popovics, J. S., and Aktan, A. E. (2003). “Re-qualification of aged reinforced concrete T-beam bridges in Pennsylvania.”, Drexel Intelligent Infrastructure Institute, Drexel Univ., PA.
Cawley, P., and Adams, R. D. (1979). “The location of defects in structures from measurements of natural frequencies.” J. Strain Anal. Eng. Des., 14(2), 49–57.
Chajes, M., Shenton, H., III, and O’Shea, D. (2000). “Bridge-condition assessment and load rating using nondestructive evaluation methods.”, 83–91.
Chajes, M. J., Mertz, D. R., and Commander, B. (1997). “Experimental load rating of a posted bridge.” J. Bridge Eng., 1–10.
Chajes, M. J., Shenton, H. W., III, and Finch, W. W. (2001). “Diagnostic and in-service testing of a transit railway bridge.”, 51–57.
Chen, Y., Feng, M., and Tan, C. (2009). “Bridge structural condition assessment based on vibration and traffic monitoring.” J. Eng. Mech., 747–758.
Choy, F., Liang, R., and Xu, P. (1995). “Fault identification of beams on elastic foundation.” Comput. Geotech., 17(2), 157–176.
Dahlberg, J. (2007). “Fleet management of rural timber bridges.” M.S. thesis, Iowa State Univ., Ames, IA.
Dawson, B. (1976). “Vibration condition monitoring techniques for rotating machinery.” Shock Vibr. Dig., 8(12), 3–8.
De Roeck, G., and Reynders, E. (2009). “Vibration monitoring as a diagnosis tool for structural condition assessment.” Computational Structural Dynamics and Earthquake Engineering, Vol. 2, Taylor & Francis, London, U.K., 203–220.
Doebling, S., Hemez, F., Peterson, L., and Farhat, C. (1997). “Improved damage location accuracy using strain energy-based on mode selection criteria.” AIAA J., 35(4), 693–699.
Doebling, S. W., and Farrar, C. R. (1998). “Statistical damage identification techniques applied to the I-40 bridge over the Rio Grande River.” Society for Experimental Mechanics (SEM), Santa Barbara, CA.
Doebling, S. W., Farrar, C. R., Primea, M. B., and Shewitz, D. W. (1996). “Damage identification and health monitoring of structural and mechanical systems from changes in their vibration characteristics: A literature review.”, Los Alamos National Laboratory, Los Alamos, NM.
Dutta, A., and Talukdar, A. (2004). “Damage detection in bridges using accurate modal parameters.” Fin. Elem. Anal. Des., 40(2), 287–304.
Faber, M. H., Val, D. V., and Stewart, M. G. (2000). “Proof load testing for bridge assessment and upgrading.” Eng. Struct., 22(12), 1677–1689.
Farrar, C., et al. (1994). “Dynamic characterization and damage detection in the I-40 bridge over the Rio Grande.” Los Alamos National Laboratory, Los Alamos, NM.
Farrar, C. R., and Jauregui, D. A. (1998). “Comparative study of damage identification algorithms applied to a bridge: II. Numerical study.” Smart Mater. Struct., 7(5), 720–731.
Farrar, C. R., and Worden, K. (2007). “An introduction to structural health monitoring.” Philos. Trans. R. Soc. London, Ser. A, 365(1851), 303–315.
Fox, C. (1992). “The location of defects in structures: A comparison of the use of natural frequency and mode shape data.” Proc., 10th Int. Modal Analysis Conf., Society for Experimental Mechanics, Vol. 1, San Diego, CA, 522–528.
Frangopol, D., Strauss, A., and Kim, S. (2008). “Bridge reliability assessment based on monitoring.” J. Bridge Eng., 18(4), 257–269.
Fu, G., and Tang, J. (1992). “Proof load formula for highway bridge rating.”, Transportation Research Board, Washington, DC, 129–141.
Fugate, M., Shon, H., and Farrar, C. (2001). “Vibration-based damage detection using statistical process control.” Mech. Syst. Sig. Process., 15(4), 707–721.
Guan, H., Karbhari, V., and Sikorsky, C. (2006). “Web-based structural health monitoring of an FRP composite bridge.” Comput.-Aided Civ. Infrastruct. Eng., 21(1), 39–56.
Guan, H., Karbhari, V., and Sikorsky, C. (2007). “Long-term structural health monitoring system for a FRP composite highway bridge structure.” J. Intell. Mater. Syst. Struct., 18(8), 809–823.
Heam, G., and Testa, R. B. (1991). “Modal analysis for damage detection in structures.” J. Struct. Eng., 3042–3063.
Howell, D., and Shenton, H., III (2006). “System for in-service strain monitoring of ordinary bridges.” J. Bridge Eng., 673–680.
Huang, D. (2004). “Field test and rating of Arlington curved steel box-girder bridge: Jacksonville, FL.”, 178–186.
Huang, D. (2010). “Structure identification and load capacity rating of Veteran’s Memorial curved steel box girder bridge.”, 98–107.
Huth, O., Feltrin, G., Maeck, J., Kilic, N., and Motavalli, M. (2005). “Damage identification using modal data: Experiences on a prestressed concrete bridge.” J. Struct. Eng., 1898–1910.
Kato, M., and Shimada, S. (1986). “Vibration of PC bridge during failure process.” J. Struct. Eng., 1692–1703.
Kim, J. T., Ryu, Y. S., Cho, H. M., and Stubbs, N. (2003a). “Damage identification in beam-type structures: Frequency-based method vs mode-shape-based method.” Eng. Struct., 25(1), 57–67.
Kim, J. T., and Stubbs, N. (2003). “Nondestructive crack detection algorithms for full-scale bridges.” J. Struct. Eng., 1358–1366.
Kim, J.-T., Yun, C.-B., and Yi, J.-H. (2003b). “Temperature effects on frequency-based damage detection in plate-girder bridges.” KSCE J. Civ. Eng., 7(6), 725–733.
Kullaa, J. (2003). “Damage detection of the Z24 bridge using control charts.” Mech. Syst. Sig. Process., 17(1), 163–170.
La Corte, R. (2014). “Review: Multiple errors led to I-5 Skagit River bridge collapse.” Komonews.
Lauzon, R. G., and DeWolf, J. T. (2006). “Ambient vibration monitoring of a highway bridge undergoing a destructive test.” J. Bridge Eng., 602–610.
Lee, L., Karbhari, V., and Sikorsky, C. (2007). “Structural health monitoring of CFRP strengthened bridge decks using ambient vibrations.” Struct. Health Monit., 6(3), 199–214.
Link, M. (2001). “Updating of analytical models—Review of numerical procedures and application aspects, research studies.” Structural dynamics 2000, D. J. Ewins and D. J. Inman, eds., Research Studies Press, Baldock, U.K., 193–223.
Liu, C., DeWolf, J., and Kim, J. (2009a). “Development of a baseline for structural health monitoring for a curved post-tensioned concrete box-girder bridge.” Eng. Struct., 31(12), 3107–3115.
Liu, M., and Frangopol, D., and Kim, S. (2009b). “Bridge safety evaluation based on monitored live load effects.” J. Bridge Eng., 257–269.
Lu, P., Phares, B. M., Greimann, L., and Wipf, T. J. (2010). “Bridge structural health monitoring system using statistical control chart analysis.”, 123–131.
Lynch, J. P., et al. (2003). “Field validation of a wireless structural monitoring system on the Alamosa Canyon bridge.” SPIE’s 10th Annual Int. Symp. on Smart Structures and Materials, International Society for Optics and Photonics, San Diego, CA.
Magalhães, F., Cunha, A., and Caetano, E. (2008). “Dynamic monitoring of a long span arch bridge.” Eng. Struct., 30(11), 3034–3044.
Magalhães, F., Cunha, A., and Caetano, E. (2010). “Continuous dynamic monitoring of an arch bridge: strategy to eliminate the environmental and operational effects and detect damages.” Proc., ISMA2010 Int. Conf. on Noise and Vibration Engineering, 1419–1434.
Mayes, R. (1992). “Error localization using mode shapes—An application to a two link robot arm.” Proc., 10th Int. Modal Analysis Conf., Dept. of Energy, Washington, DC, 886–891.
Moses, F., Lebet, J. P., and Bez, R. (1994). “Applications of field testing to bridge evaluation.” J. Struct. Eng., 1745–1762.
Natke, H. G., and Cempel, C. (1997). Model-aided diagnosis of mechanical systems, Springer, Berlin.
NCHRP (National Cooperative Highway Research Program). (1998). “Manual for bridge rating through load testing.” Transportation Research Board, National Research Council, Washington, DC.
Niu, J., Zong, Z., and Chu, F. (2015). “Damage identification method of girder bridges based on finite element model updating and modal strain energy.” Sci. Chin. Technol. Sci., 58(4), 701–711.
Oh, C., Sohn, H., and Bae, I. (2009). “Statistical novelty detection within the Yeongjong suspension bridge under environmental and operational variations.” Smart Mater. Struct., 18(12), 1–9.
Orcesi, A., and Frangopol, D. (2010). “Inclusion of crawl tests and long-term health monitoring in bridge serviceability analysis.” J. Bridge Eng., 312–326.
Pandey, A., and Biswas, M. (1995). “Experimental verification of flexibility difference method for locating damage in structures.” J. Sound Vib., 184(2), 311–328.
Pandey, A., Biswas, M., and Samman, M. (1991). “Damage detection from changes in curvature mode shapes.” J. Sound Vib., 145(2), 321–332.
Pandey, G., Thostenson, E. T., and Heider, D. (2013). “Electric time domain reflectometry sensors for non-invasive structural health monitoring of glass fiber composites.” Progr. Electromagn. Res., 137, 551–564.
Park, S., Stubbs, R., Bolton, R., Choi, S., and Sikorsky, C. (2001). “Field verification of the damage index method in a concrete box-girder bridge via visual inspection.” Comput.-Aided Civ. Infrastruct. Eng., 16(1), 58–70.
Parloo, E., Guillaume, P., and Overmeire, M. (2003). “Damage assessment using mode shape sensitivities.” Mech. Syst. Sig. Process., 17(3), 499–518.
Peeters, B. (2000). “System identification and damage detection in civil engineering.” Ph.D. dissertation, Katholieke Universiteit Leuven, Leuven, Belgium.
Peeters, B., and De Roeck, G. (2001). “One year monitoring of the Z24-bridge: Environmental influences versus damage events.” Earthquake Eng. Struct. Dyn., 30(2), 149–171.
Phares, B., Lu, P., Wipf, T., Greimann, L., and Seo, J. (2013a). “Evolution of a bridge damage-detection algorithm.”, 71–80.
Phares, B., Lu, P., Wipf, T., Greimann, L., and Seo, J. (2013b). “Field validation of a statistical-based bridge damage-detection algorithm.” J. Bridge Eng., 1227–1238.
Phares, B., Wipf, T., Klaiber, F., and Abu-Hawash, A. (2003). “Bridge load rating using physical testing.” Proc., Mid-Continent Transportation Research Symp., Iowa State Univ., Ames, IA.
Radzienski, M., Dolinski, Ł., Krawczuk, M., and Palacz, M. (2013). “Damage localization in a stiffened plate structure using a propagating wave.” Mech. Syst. Sig. Process., 39(1–2), 388–395.
Sakai, J., Kobayashi, H., and Unjoh, S. (2007). “Real-time earthquake damage detection system for bridge structures.” Proc., 23rd US-Japan Bridge Engineering Workshop, Public Works Research Institute.
Salawu, O. S. (1997). “Detection of structural damage through changes in frequency: A review.” Eng. Struct., 19(9), 718–723.
Sampaio, R., Maia, N., and Silva, J. (1999). “Damage estimation using the frequency-response- function curvature method.” J. Sound Vib., 226(5), 1029–1042.
Seo, J., Czaplewski, T. M., Kimn, T., and Hatfield, G. (2015). “Multi-regression-based load rating determination framework for complex steel bridges.” Transportation Research Board 94th Annual Meeting, Transportation Research Board, Washington, DC.
Seo, J., and Hu, J. (2014). “Weight-in-motion-based ambient truck characteristic identification in highway bridges.” Adv. Mater. Res., 1025, 930–937.
Seo, J., Phares, B., Lu, P., Wipf, T., and Dahlberg, J. (2013). “Bridge rating protocol using ambient trucks through structural health monitoring system.” Eng. Struct., 46, 569–580.
Shi, Z. Y., Law, S. S., and Zhang, L. M. (2000). “Structural damage detection from modal strain energy change.” J. Eng. Mech., 1216–1223.
Soyoz, S., and Feng, M. (2008). “Instantaneous damage detection of bridge structures and experimental verification.” Struct. Control Health Monit., 15(7), 958–973.
Soyoz, S., and Feng, M. (2009). “Long-term monitoring and identification of bridge structural parameters.” Comput.-Aided Civ. Infrastruct. Eng., 24(2), 82–92.
Stubbs, N. S., and Osegueda, R. A. (1990a). “Global damage detection in solids-experimental verification.” Int. J. Anal. Exp. Modal Anal., 5(2), 81–97.
Stubbs, N. S., and Osegueda, R. A. (1990b). “Global non-destructive damage evaluation in solids.” Int. J. Anal. Exp. Modal Anal., 5(2), 67–80.
Teughels, A., and De Roeck, G. (2004). “Structural damage identification of the highway bridge Z24 by FE model updating.” J. Sound Vib., 278(3), 589–610.
Wang, Z., and Ong, K. C. G. (2010). “Multivariate statistical approach to structural damage detection.” J. Eng. Mech., 12–22.
Whelan, M., and Janoyan, K. (2010). “In-service diagnostics of a highway bridge from a progressive damage case study.” J. Bridge Eng., 597–607.
Whelan, M. J., Gangone, M. V., Janoyan, K. D., and Jha, R. (2009). “Real-time wireless vibration monitoring for operational modal analysis of an integral abutment highway bridge.” Eng. Struct., 31(10), 2224–2235.
Wipf, T., Phares, B., and Doornink, J. (2007). “Evaluation of steel bridges-volume I, monitoring the structural condition of fracture-critical bridges using fiber optic technology.”, Center for Transportation Research and Education, Iowa State Univ., Ames, IA.
Yan, B., and Miyamoto, A. (2006). “A comparative study of modal parameter identification based on wavelet and Hilbert-Huang transforms.” Comput.-Aided Civ. Infrastruct. Eng., 21(1 ), 9–23.

Information & Authors

Information

Published In

Go to Journal of Performance of Constructed Facilities
Journal of Performance of Constructed Facilities
Volume 30Issue 4August 2016

History

Received: Apr 9, 2015
Accepted: Jul 2, 2015
Published online: Aug 17, 2015
Discussion open until: Jan 17, 2016
Published in print: Aug 1, 2016

Permissions

Request permissions for this article.

Authors

Affiliations

Junwon Seo, Ph.D., P.E., M.ASCE [email protected]
Assistant Professor, Dept. of Civil and Environmental Engineering, South Dakota State Univ., Brookings, SD 57007. E-mail: [email protected]
Jong Wan Hu, Ph.D., P.E., A.M.ASCE [email protected]
Assistant Professor and Head of Center, Dept. of Civil and Environmental Engineering, Incheon Disaster Prevention Research Center, Incheon National Univ., 12-1 Songdo-dong, Incheon 406-840, South Korea (corresponding author). E-mail: [email protected]
Jaeha Lee, Ph.D. [email protected]
Assistant Professor, Dept. of Civil Engineering, Korea Maritime and Ocean Univ., Busan 606-791, South Korea. 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