Using Dynamic Responses of Moving Vehicles to Extract Bridge Modal Properties of a Field Bridge
Publication: Journal of Bridge Engineering
Volume 22, Issue 6
Abstract
The vehicles moving on a bridge excite bridge vibration and can also serve as response receivers because the vehicle dynamic response contains the vibration information of the bridge. A methodology was proposed in a previous study for extracting bridge modal properties, such as natural frequencies and modal shapes, from the vehicle dynamic responses. A specialized test vehicle consisting of a tractor and two following trailers was developed in which the two trailers towed by the tractor moving along the bridge were used as the dynamic response receivers. The responses of one trailer with a time shift were subtracted from the responses of the other to obtain the residual responses that were then processed with fast Fourier transformation (FFT) and short-time Fourier transformation (STFT) to extract the bridge modal properties. In the present paper, field test data of an existing bridge were adopted to verify the proposed methodology. In the vehicle and bridge system, a bridge finite-element (FE) model was updated using the measured accelerations and strains of the bridge; two types of test vehicle models were proposed for use in simulations of the tractor–trailer test system; and the measured surface-roughness profile was used in the numerical simulation. Parametric studies have been conducted to determine the trailer mass and stiffness. Vehicle Model I shows a good capacity for extracting bridge frequencies and the first two modal shapes with a dominant vertical component. However, Vehicle Model II performed better than Vehicle Model I on the extraction of bridge modal shapes that are dominant in lateral bending.
Get full access to this article
View all available purchase options and get full access to this article.
References
ANSYS 14.5 [Computer software]. ANSYS, Canonsburg, PA.
Bu, J. Q., Law, S. S., and Zhu, X. Q. (2006). “Innovative bridge condition assessment from dynamic response of a passing vehicle.” J. Eng. Mech., 1372–1379.
Cai, C. S., and Chen, S. R. (2004). “Framework of vehicle–bridge–wind dynamic analysis.” J. Wind Eng. Ind. Aerodyn., 92(7–8), 579–607.
Cai, C. S., Shi, X. M., Araujo, M., and Chen, S. R. (2007). “Effect of approach span condition on vehicle-induced dynamic response of slab-on-girder road bridges.” Eng. Struct., 29(12), 3210–3226.
Carden, E. P., and Fanning, P. (2004). “Vibration based condition monitoring: A review.” Struct. Health Monit., 3(4), 355–377.
Curadelli, R. O., Riera, J. D., Ambrosini, D., and Amani, M. G. (2008). “Damage detection by means of structural damping identification.” Eng. Struct., 30(12), 3497–3504.
Das, S., Saha, P., and Patro, S. K. (2016). “Vibration-based damage detection techniques used for health monitoring of structures: A review.” J. Civ. Struct. Health Monit., 6(3), 477–507.
Deng, L., and Cai, C. S. (2010). “Bridge model updating using response surface method and genetic algorithm.” J. Bridge Eng., 553–564.
Deng, L., and Cai, C. S. (2011). “Identification of dynamic vehicular axle loads: Demonstration by a field study.” J. Vib. Control, 17(2), 183–195.
Doebling, S. W., Farrar, C. R., and Prime, M. B. (1998). “A summary review of vibration-based damage identification methods.” Shock Vib. Dig., 30(2), 91–105.
Fan, W., and Qiao, P. Z. (2011). “Vibration-based damage identification methods: A review and comparative study.” Struct. Health Monit., 10(1), 83–111.
González, A., Covián, E., and Madera, J. (2008). “Determination of bridge natural frequencies using a moving vehicle instrumented with accelerometers and a geographical positioning system.” Proc., 9th Int. Conf. on Computational Structures Technology, Civil-Comp Press, Stirling, U.K.
González, A., O’Brien, E. J., and McGetrick, P. J. (2012). “Identification of damping in a bridge using a moving instrumented vehicle.” J. Sound Vib., 331(18), 4115–4131.
Keenahan, J., O’Brien, E. J., McGetrick, P. J., and González, A. (2014). “The use of a dynamic truck-trailer drive-by system to monitor bridge damping.” Struct. Health Monit., 13(2), 143–157.
Kim, C. W., Isemoto, R., Toshinami, T., Kawatani, M., McGetrick, P. J., and O’Brien, E. J. (2011). “Experimental investigation of drive-by bridge inspection.” Proc., 5th Int. Conf. on Structural Health Monitoring of Intelligent Infrastructure (SHMII-5), International Society for Structural Health Monitoring of Intelligent Infrastructure, Winnipeg, Manitoba, Canada.
Kong, X., Cai, C. S., and Kong, B. (2014). “Damage detection based on transmissibility of a vehicle and bridge coupled system.” J. Eng. Mech., 04014102.
Kong, X., Cai, C. S., and Kong, B. (2016). “Numerically extracting bridge modal properties from dynamic responses of moving vehicles.” J. Eng. Mech., 04016025.
Lin, C. W., and Yang, Y. B. (2005). “Use of a passing vehicle to scan the fundamental bridge frequencies: An experimental verification.” Eng. Struct., 27(13), 1865–1878.
Lu, Z. R., Huang, M., Chen, W. H., Liu, J. K., and Ni, Y. Q. (2010). “Assessment of local damages in box-girder bridges using measured dynamic responses of passing vehicle.” Prognostics and System Health Management Conf., IEEE Reliability Society, Piscataway, NJ.
Lu, Z. R., and Liu, J. K. (2011). “Identification of both structural damages in bridge deck and vehicle parameters using measured dynamic response.” Comput. Struct., 89(13–14), 1397–1405.
Lu, Z. R., Liu, J. K., Huang, M., and Xu, W. H. (2009). “Identification of damages in coupled beam systems from measured dynamic response.” J. Sound Vib., 326(1–2), 177–189.
Malekjafarian, A., McGetrick, P. J., and O’Brien, E. J. (2015). “A review of indirect bridge monitoring using passing vehicles.” Shock Vib., 286139.
McGetrick, P. J., González, A., and O’Brien, E. J. (2009). “Theoretical investigation of the use of a moving vehicle to identify bridge dynamic parameters.” Insight: Non-Dest. Test. Cond. Monit., 51(8), 433–438.
McGetrick, P. J., Kim, C. W., and González, A. (2013). “Dynamic axle force and road profile identification using a moving vehicle.” Int. J. Archit., Eng. Constr., 2(1), 1–16.
Miyamoto, A., and Yabe, A. (2011). “Bridge condition assessment based on vibration response of passenger vehicle.” J. Phys. Conf. Ser., 305(1), 1–10.
Sohn, H., Farrar, C., Hunter, N., and Worden, K. (2003). “A review of structural health monitoring literature: 1996-2001.” Rep., LA-13976-MS, Los Alamos National Laboratory, Los Alamos, NM.
Yang, Y. B., and Chang, K. C. (2009a). “Extraction of bridge frequencies from the dynamic response of a passing vehicle enhanced by the EMD technique.” J. Sound Vib., 322(4–5), 718–739.
Yang, Y. B., and Chang, K. C. (2009b). “Extraction the bridge frequencies indirectly from a passing vehicle: Parametric study.” Eng. Struct., 31(10), 2448–2459.
Yang, Y. B., Chang, K. C., and Li, Y. C. (2013). “Filtering techniques for extracting bridge frequencies from a test vehicle.” Eng. Struct., 48(Mar), 353–362.
Yang, Y. B., Li, Y. C., and Chang, K. C. (2012). “Using two connected vehicles to measure the frequencies of bridges with rough surface: A theoretical study.” Acta Mech., 223(8), 1851–1861.
Yang, Y. B., Lin, C. W., and Yau, J. D. (2004). “Extracting bridge frequencies from the dynamic response of a passing vehicle.” J. Sound Vib., 272(3–5), 471–493.
Zhang, Y., Lie, S. T., and Xiang, Z. H. (2013). “Damage detection method based on operating deflection shape curvature extracted from dynamic response of a passing vehicle.” Mech. Syst. Signal Process., 35(1–2), 238–254.
Zhang, Y., Wang, L. Q., and Xiang, Z. H. (2012). “Damage detection by mode shape squares extracted from a passing vehicle.” J. Sound Vib., 331(2), 291–307.
Information & Authors
Information
Published In
Copyright
© 2017 American Society of Civil Engineers.
History
Received: Jul 6, 2016
Accepted: Dec 5, 2016
Published online: Mar 14, 2017
Published in print: Jun 1, 2017
Discussion open until: Aug 14, 2017
Authors
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.