Abstract

This paper experimentally investigates a vibration-based scour monitoring approach applicable to bridges with multiple simply supported spans on shallow foundations. A monitoring strategy based on the relative changes in pier-mode shape amplitudes due to scour is postulated. The first global mode shape of a bridge structure with multiple spans is extracted from acceleration measurements using an output-only approach, frequency domain decomposition (FDD). The relative changes of the pier-mode shape amplitudes under scour are then tracked. Here, each pier-mode shape value is compared with the mean values of the remaining piers in a process that creates a mean-normalized mode shape (MNMS). The approach is demonstrated on a scaled model of a bridge with four spans, supported on sprung foundations, where scour is simulated by the replacement of springs, with springs of lower stiffness corresponding to a reduction in foundation stiffness. It is shown that at a given “scoured” pier, significant increases in the MNMS value occur, suggesting that the location of the scour can be identified. The magnitude of the MNMS at a given pier also increases with an increase in stiffness loss due to scour. In practice, the approach would work best by carrying out a visual inspection of the bridge to establish the initial health condition at the time of sensor installation. After this initial process, the bridge can be monitored remotely for scour on an ongoing basis.

Get full access to this article

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

Acknowledgments

The authors wish to acknowledge the financial support received from Science Foundation Ireland under the US-Ireland Research Partnership Scheme, Grant No. 14/US/I3033.

References

Allemang, R. J., and D. L. Brown. 1982. “A correlation coefficient for modal vector analysis.” In Proc., 1st Int. Modal Analysis Conf., 110–116. Schenectady, NY: Union College.
Bao, T., and Z. Liu. 2017. “Vibration-based bridge scour detection: A review.” Struct. Control Health Monit. 24 (7): e1937. https://doi.org/10.1002/stc.1937.
Bao, T., R. A. Swartz, S. Vitton, Y. Sun, C. Zhang, and Z. Liu. 2017. “Critical insights for advanced bridge scour detection using the natural frequency.” J. Sound Vib. 386: 116–133. https://doi.org/10.1016/j.jsv.2016.06.039.
Briaud, J. L., S. Hurlebaus, K. A. Chang, C. Yao, H. Sharma, O. Y. Yu, C. Darby, B. E. Hunt, and G. R. Price. 2011. Realtime monitoring of bridge scour using remote monitoring technology. College Station, TX: Texas A&M Univ. System.
Briaud, J. L., Z. Medina-Cetina, S. Hurlebaus, M. Everett, S. Tucker, N. Yousefpour, and R. Arjwech. 2012. Unknown foundation determination for scour. College Station, TX: Texas Transportation Institute.
Brincker, R., L. Zhang, and P. Andersen. 2001. “Modal identification of output-only systems using frequency domain decomposition.” Smart Mater. Struct. 10 (3): 441–445. https://doi.org/10.1088/0964-1726/10/3/303.
Carden, E. P., and P. Fanning. 2004. “Vibration based condition monitoring: A review.” Struct. Health Monit. 3 (4): 355–377. https://doi.org/10.1177/1475921704047500.
Chen, C. C., W. H. Wu, F. Shih, and S. W. Wang. 2014. “Scour evaluation for foundation of a cable-stayed bridge based on ambient vibration measurements of superstructure.” NDT & E Int. 66: 16–27. https://doi.org/10.1016/j.ndteint.2014.04.005.
Clough, R. W., and J. Penzien. 1993. Dynamics of structures. New York: McGraw-Hill.
Davis, N. T., E. Hoomaan, M. Sanayei, A. K. Agrawal, and F. Jalinoos. 2018. “Integrated superstructure-substructure load rating for bridges with foundation movements.” J. Bridge Eng. 23 (5): 04018022. https://doi.org/10.1061/(ASCE)BE.1943-5592.0001232.
dos Santos, J. A., C. M. M. Soares, C. A. Mota Soares, and H. L. G. Pina. 2000. “A damage identification numerical model based on the sensitivity of orthogonality conditions and least squares techniques.” Comput. Struct. 78 (1–3): 283–291. https://doi.org/10.1016/S0045-7949(00)00084-5.
Elsaid, A., and R. Seracino. 2014. “Rapid assessment of foundation scour using the dynamic features of bridge superstructure.” Constr. Build. Mater. 50: 42–49. https://doi.org/10.1016/j.conbuildmat.2013.08.079.
Fan, W., and P. Qiao. 2011. “Vibration-based damage identification methods: A review and comparative study.” Struct. Health Monit. 10 (1): 83–111. https://doi.org/10.1177/1475921710365419.
FEMA. 2000. Prestandard and commentary for the seismic rehabilitation of buildings. Report No. FEMA-356. Washington, DC: FEMA.
Fitzgerald, P. C., A. Malekjafarian, B. Bhowmik, L. J. Prendergast, P. Cahill, C. W. Kim, B. Hazra, V. Pakrashi, and E. J. OBrien. 2019a. “Scour damage detection and structural health monitoring of a laboratory-scaled bridge using a vibration energy harvesting device.” Sensors 19 (11): 2572. https://doi.org/10.3390/s19112572.
Fitzgerald, P. C., A. Malekjafarian, D. Cantero, E. J. OBrien, and L. J. Prendergast. 2019b. “Drive-by scour monitoring of railway bridges using a wavelet-based approach.” Eng. Struct. 191: 1–11. https://doi.org/10.1016/j.engstruct.2019.04.046.
Forde, M. C., D. M. Mccann, M. R. Clark, K. J. Broughton, P. J. Fenning, and A. Brown. 1999. “Radar measurement of bridge scour.” NDT & E Int. 32 (8): 481–492. https://doi.org/10.1016/S0963-8695(99)00026-2.
Foti, S., and D. Sabia. 2011. “Influence of foundation scour on the dynamic response of an existing bridge.” J. Bridge Eng. 16 (2): 295–304. https://doi.org/10.1061/(ASCE)BE.1943-5592.0000146.
Frýba, L., and M. Pirner. 2001. “Load tests and modal analysis of bridges.” Eng. Struct. 23 (1): 102–109. https://doi.org/10.1016/S0141-0296(00)00026-2.
Hamill, L. 1999. Bridge hydraulics. London: Routledge.
Hardin, B. O., and V. P. Drnevich. 1972. “Shear modulus and damping in soils: Design equations and curves.” J. Soil Mech. Found. Div. 98 (7): 667–692.
Ju, S. H. 2013. “Determination of scoured bridge natural frequencies with soil–structure interaction.” Soil Dyn. Earthquake Eng. 55: 247–254. https://doi.org/10.1016/j.soildyn.2013.09.015.
Keenahan, J., E. J. OBrien, P. J. Mcgetrick, and A. Gonzalez. 2014. “The use of a dynamic truck-trailer drive-by system to monitor bridge damping.” Struct. Health Monit. 13 (2): 143–157. https://doi.org/10.1177/1475921713513974.
Khatibi, M. M., M. R. Ashory, A. Malekjafarian, and R. Brincker. 2012. “Mass–stiffness change method for scaling of operational mode shapes.” Mech. Syst. Sig. Process. 26: 34–59. https://doi.org/10.1016/j.ymssp.2011.07.012.
Klinga, J. V., and A. Alipour. 2015. “Assessment of structural integrity of bridges under extreme scour conditions.” Eng. Struct. 82: 55–71. https://doi.org/10.1016/j.engstruct.2014.07.021.
Kong, X., and C. S. Cai. 2016. “Scour effect on bridge and vehicle responses under bridge–vehicle–wave interaction.” J. Bridge Eng. 21 (4): 04015083. https://doi.org/10.1061/(ASCE)BE.1943-5592.0000868.
Kong, X., C. S. Cai, and S. Hou. 2013. “Scour effect on a single pile and development of corresponding scour monitoring methods.” Smart Mater. Struct. 22 (5): 055011. https://doi.org/10.1088/0964-1726/22/5/055011.
Kong, X., C. S. Cai, and J. Hu. 2017. “The state-of-the-art on framework of vibration-based structural damage identification for decision making.” Appl. Sci. 7 (5): 497. https://doi.org/10.3390/app7050497.
Kwon, Y. W., and H. Bang. 2000. The finite element method using MATLAB. Boca Raton, FL: CRC press.
Maddison, B. 2012. “Scour failure of bridges.” Proc. Inst. Civ. Eng. Forensic Eng. 165 (1): 39–52. https://doi.org/10.1680/feng.2012.165.1.39.
Malekjafarian, A., and E. J. OBrien. 2014. “Identification of bridge mode shapes using short time frequency domain decomposition of the responses measured in a passing vehicle.” Eng. Struct. 81: 386–397. https://doi.org/10.1016/j.engstruct.2014.10.007.
Malekjafarian, A., and E. J. OBrien. 2017. “On the use of a passing vehicle for the estimation of bridge mode shapes.” J. Sound Vib. 397: 77–91. https://doi.org/10.1016/j.jsv.2017.02.051.
Moughty, J. J., and J. R. Casas. 2017. “A state of the art review of modal-based damage detection in bridges: Development, challenges, and solutions.” Appl. Sci. 7 (5): 510. https://doi.org/10.3390/app7050510.
Mylonakis, G., S. Nikolaou, and G. Gazetas. 2006. “Footings under seismic loading: Analysis and design issues with emphasis on bridge foundations.” Soil Dyn. Earthquake Eng. 26 (9): 824–853. https://doi.org/10.1016/j.soildyn.2005.12.005.
OBrien, E. J., P. C. Fitzgerald, A. Malekjafarian, and E. Sevillano. 2017. “Bridge damage detection using vehicle axle-force information.” Eng. Struct. 153: 71–80. https://doi.org/10.1016/j.engstruct.2017.10.012.
OBrien, E. J., and A. Malekjafarian. 2016. “A mode shape-based damage detection approach using laser measurement from a vehicle crossing a simply supported bridge.” Struct. Control Health Monit. 23 (10): 1273–1286. https://doi.org/10.1002/stc.1841.
Oztoprak, S., and M. D. Bolton. 2013. “Stiffness of sands through a laboratory test database.” Géotechnique 63 (1): 54–70. https://doi.org/10.1680/geot.10.P.078.
Pais, A., and E. Kausel. 1988. “Approximate formulas for dynamic stiffnesses of rigid foundations.” Soil Dyn. Earthquake Eng. 7 (4): 213–227. https://doi.org/10.1016/S0267-7261(88)80005-8.
Pandey, A. K., M. Biswas, and M. M. Samman. 1991. “Damage detection from changes in curvature mode shapes.” J. Sound Vib. 145 (2): 321–332. https://doi.org/10.1016/0022-460X(91)90595-B.
Prendergast, L. J., and K. Gavin. 2014. “A review of bridge scour monitoring techniques.” J. Rock Mech. Geotech. Eng. 6 (2): 138–149. https://doi.org/10.1016/j.jrmge.2014.01.007.
Prendergast, L. J., and K. Gavin. 2016. “A comparison of initial stiffness formulations for small-strain soil–pile dynamic Winkler modelling.” Soil Dyn. Earthquake Eng. 81: 27–41. https://doi.org/10.1016/j.soildyn.2015.11.006.
Prendergast, L. J., K. Gavin, and D. Hester. 2017. “Isolating the location of scour-induced stiffness loss in bridges using local modal behaviour.” J. Civil Struct. Health Monit. 7 (4): 483–503. https://doi.org/10.1007/s13349-017-0238-3.
Prendergast, L. J., D. Hester, and K. Gavin. 2016a. “Determining the presence of scour around bridge foundations using vehicle-induced vibrations.” J. Bridge Eng. 21 (10): 04016065. https://doi.org/10.1061/(ASCE)BE.1943-5592.0000931.
Prendergast, L. J., D. Hester, and K. Gavin. 2016b. “Development of a vehicle-bridge-soil dynamic interaction model for scour damage modelling.” Shock Vib. 2016: 7871089. https://doi.org/10.1155/2016/7871089.
Prendergast, L. J., D. Hester, K. Gavin, and J. O’Sullivan. 2013. “An investigation of the changes in the natural frequency of a pile affected by scour.” J. Sound Vib. 332 (25): 6685–6702. https://doi.org/10.1016/j.jsv.2013.08.020.
Prendergast, L. J., M. P. Limongelli, N. Ademovic, A. Anzlin, K. Gavin, and M. A. Zanini. 2018. “Structural health monitoring for performance assessment of bridges under flooding and seismic actions.” Struct. Eng. Int. 28 (3): 296–307. https://doi.org/10.1080/10168664.2018.1472534.
Ratcliffe, C. P. 2000. “A frequency and curvature based experimental method for locating damage in structures.” J. Vib. Acoust. 122 (3): 324–329. https://doi.org/10.1115/1.1303121.
Salawu, O. S., and C. Williams. 1995. “Bridge assessment using forced-vibration testing.” J. Struct. Eng. 121 (2): 161–173. https://doi.org/10.1061/(ASCE)0733-9445(1995)121:2(161).
Scozzese, F., L. Ragni, E. Tubaldi, and F. Gara. 2019. “Modal properties variation and collapse assessment of masonry arch bridges under scour action.” Eng. Struct. 199: 109665. https://doi.org/10.1016/j.engstruct.2019.109665.
Sohn, H. 2007. “Effects of environmental and operational variability on structural health monitoring.” Philos. Trans. R. Soc. London, Ser. A 365 (1851): 539–560. https://doi.org/10.1098/rsta.2006.1935.
Sohn, H., C. R. Farrar, F. M. Hemez, D. D. Shunk, D. W. Stinemates, B. R. Nadler, and J. J. Czarnecki. 2003. A review of structural health monitoring literature: 1996–2001. Los Alamos, NM: Los Alamos National Laboratory.
Wahab, M. A., and G. De Roeck. 1999. “Damage detection in bridges using modal curvatures: Application to a real damage scenario.” J. Sound Vib. 226 (2): 217–235. https://doi.org/10.1006/jsvi.1999.2295.
Wardhana, K., and F. C. Hadipriono. 2003. “Analysis of recent bridge failures in the United States.” J. Perform. Constr. Facil 17 (3): 144–150. https://doi.org/10.1061/(ASCE)0887-3828(2003)17:3(144).
Xiong, W., C. Cai, B. Kong, P. Tang, and J. Ye. 2018a. “Identification of bridge scour depth by tracing dynamic behaviors of superstructures.” KSCE J. Civ. Eng. 22 (4): 1316–1327. https://doi.org/10.1007/s12205-017-1409-9.
Xiong, W., C. Cai, B. Kong, X. Zhang, and P. Tang. 2019. “Bridge scour identification and field application based on ambient vibration measurements of superstructures.” J. Mar. Sci. Eng. 7 (5): 121. https://doi.org/10.3390/jmse7050121.
Xiong, W., B. Kong, P. Tang, and J. Ye. 2018b. “Vibration-based identification for the presence of scouring of cable-stayed bridges.” J. Aerosp. Eng. 31 (2): 04018007. https://doi.org/10.1061/(ASCE)AS.1943-5525.0000826.
Zhang, H., S. Chen, and F. Liang. 2017. “Effects of scour-hole dimensions and soil stress history on the behavior of laterally loaded piles in soft clay under scour conditions.” Comput. Geotech. 84: 198–209. https://doi.org/10.1016/j.compgeo.2016.12.008.
Zhu, X. Q., and S. S. Law. 2002. “Moving loads identification through regularization.” J. Eng. Mech. 128 (9): 989–1000. https://doi.org/10.1061/(ASCE)0733-9399(2002)128:9(989).

Information & Authors

Information

Published In

Go to Journal of Bridge Engineering
Journal of Bridge Engineering
Volume 25Issue 8August 2020

History

Received: Mar 14, 2019
Accepted: Mar 13, 2020
Published online: May 29, 2020
Published in print: Aug 1, 2020
Discussion open until: Oct 29, 2020

Permissions

Request permissions for this article.

Authors

Affiliations

Abdollah Malekjafarian, Ph.D. [email protected]
School of Civil Engineering, Univ. College Dublin, Dublin D04 V1W8, Ireland. Email: [email protected]
Department of Civil and Earth Resources Engineering, Kyoto Univ., Kyoto 615-8540, Japan. ORCID: https://orcid.org/0000-0002-2727-6037. Email: [email protected]
School of Civil Engineering, Univ. College Dublin, Dublin D04 V1W8, Ireland. ORCID: https://orcid.org/0000-0002-6867-1009. Email: [email protected]
Department of Civil Engineering, Faculty of Engineering, Univ. of Nottingham, Nottingham NG7 2RD, UK. ORCID: https://orcid.org/0000-0003-3755-0391. Email: [email protected]
School of Civil Engineering, Univ. College Dublin, Dublin D04 V1W8, Ireland (corresponding author). ORCID: https://orcid.org/0000-0003-1888-4476. Email: [email protected]
Syunsuke Nakajima [email protected]
Department of Civil and Earth Resources Engineering, Kyoto Univ., Kyoto 615-8540, Japan. Email: [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