Drive-by Bridge Inspection Using Inverse Dynamics Optimization Algorithm

Bridges require continuous screening to ensure their structural integrity. Recently, authors have studied the feasibility of using measurements from a truck equipped with sensors to determine the damage level in the structure of the bridge. This technique is known as “Drive-by Bridge Inspection”. Most of research conducted in this area focused on the processing of the recorded signal to extract the bridge modal properties. This paper presents an alternative method of using the truck measurements to calculate the change in the bridge deformation due to structural damages instead of investigating the bridge modal values. The study uses the Inverse Dynamics Optimization Algorithm to calculate the change in the bridge displacement. A half car model with four degrees of freedom is used to represent the inspection truck. The solution for the Vehicle Bridge Interaction (VBI) is done using the LS-Dyna FEA program. A road roughness class ‘A’ is used to represent the road roughness heights.


[1] Kim, C. W., and Kawatani, M., 2009, "Challenge for a drive-by bridge inspection," International Conference; 10th, Structural Safety and Reliability; Safety, Reliability and Risk of Structures, Infrastructures and Engineering Systems; ICOSSAR2009; Osaka, Japan.

[2] McGetrick, P. J., González, A., and O'Brien, E. J., "Monitoring bridge dynamic behaviour using an instrumented two axle vehicle," Proc. Bridge and Infrastructure Research in Ireland 2010 (BRI 10), Cork, 2-3 September 2010, BCRI.

[3] Kim, C.-W., Isemoto, R., Toshinami, T., Kawatani, M., McGetrick, P. J., and O'Brien, E. J., "Experimental investigation of drive-by bridge inspection," Proc. 5th International Conference on Structural Health Monitoring of Intelligent Infrastructure (SHMII-5), Cancun, Mexico, 11-15 December, 2011, Instituto de Ingeniería, UNAM.

[4] Keenahan, J., OBrien, E. J., McGetrick, P. J., and González, A., 2013, "The use of a dynamic truck-trailer drive-by system to monitor bridge damping," Structural Health Monitoring, p. 1475921713513974.

[5] OBrien, E. J., and Keenahan, J., 2015, "Drive-­‐by damage detection in bridges using the apparent profile," Structural Control and Health Monitoring, 22(5), pp. 813-825.

[6] El-Hattab, A., Uddin, N., and Obrien, E., "Drive-by Bridge Damage Detection using Apparent Profile."

[7] Elhattab, A., Uddin, N., and OBrien, E., 2016, "Drive-by bridge damage monitoring using Bridge Displacement Profile Difference," Journal of Civil Structural Health Monitoring, 6(5), pp. 839-850.

[8] Law, S., Bu, J., Zhu, X., and Chan, S., 2004, "Vehicle axle loads identification using finite element method," Engineering Structures, 26(8), pp. 1143-1153.

[9] Rowley, C. W., 2007, "Moving force identification of axle forces on bridges," University College Dublin.

[10] Hansen, P. C., 1992, "Analysis of discrete ill-posed problems by means of the L-curve," SIAM review, 34(4), pp. 561-580.

[11] Cebon, D., 1999, Handbook of vehicle-road interaction, ALWAYS

[12] Harris, N. K., OBrien, E. J., and González, A., 2007, "Reduction of bridge dynamic amplification through adjustment of vehicle suspension damping," Journal of Sound and Vibration, 302(3), pp. 471-485.

[13] Elfayoumy, A., 2015, "Impact and Feasibility Study of Solution for Doubling Heavy Vehicle," University of Alabama at Birmingham.

[14] Sinha, J., Friswell, M., and Edwards, S., 2002, "Simplified models for the location of cracks in beam structures using measured vibration data," Journal of Sound and vibration, 251(1), pp. 13-38.

[15] ISO-8608, 1995, "Mechanical vibration-Road surface profiles-Reporting of measured data," International Organization for Standardization (ISO) Geneva.

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