Equivalent Shear Force Method for Detecting the Speed and Axles of Moving Vehicles on Bridges
Publication: Journal of Bridge Engineering
Volume 23, Issue 8
Abstract
Traffic monitoring, particularly on the gross vehicle weight (GVW) and axle weights (AWs) of heavy trucks, provides valuable information for the design and performance evaluation of bridges. Bridge weigh-in-motion (BWIM) is a recently developed technology that uses the bridge as a scale to estimate vehicle weights. For BWIM systems, the acquisition of vehicle speed and axle spacing (AS) is a prerequisite for accurate identification of the AWs and GVW. Traditionally, axle detectors are placed on the road surface to detect vehicle axles. However, axle detectors are not durable due to their exposure to the traffic. Also, their installation and maintenance also cause disruption to the traffic. For these reasons, the concept of the nothing-on-road (NOR) BWIM is proposed. Most existing NOR BWIM systems require additional sensors for axle detection, which limits their applicability. In this paper, a novel equivalent shear force method (ESF) is proposed to identify vehicle speed and AS by using the flexural strain signal acquired from the weighting sensors. Compared with the existing NOR BWIM systems, the proposed method does not require additional sensors for axle detection, making it desirable for commercial BWIM systems. The effectiveness and accuracy of the proposed method are demonstrated through numerical simulations and validated through an experiment using scaled model tests. Parametric studies are also conducted to investigate the effects of various factors on the accuracy of the proposed method.
Get full access to this article
View all available purchase options and get full access to this article.
Acknowledgments
The authors acknowledge the financial support provided by the National Natural Science Foundation of China (Grants 51478176 and 51778222) and the Key Research Project of Hunan Province (Grant 2017SK2224).
References
Bao, T., S. Babanajad, T. Taylor, and F. Ansari. 2016. “Generalized method and monitoring technique for shear-strain-based bridge weigh-in-motion.” J. Bridge. Eng. 21 (1): 04015029. https://doi.org/10.1061/(ASCE)BE.1943-5592.0000782.
Cai, C. S., X. Shi, M. S. Araujo, and S. Chen. 2007. “Influence of approach span conditions on vehicle-induced dynamic response of slab-on-girder bridges: Field and numerical simulations.” In Proc., Transportation Research Board 86th Annual Meeting. Washington, DC: Transportation Research Board.
Chatterjee, P., E. J. O’Brien, Y. Li, and A. González. 2006. “Wavelet domain analysis for identification of vehicle axles from bridge measurements.” Comput. Struct. 84 (28): 1792–1801. https://doi.org/10.1016/j.compstruc.2006.04.013.
Deng, L., and C. S. Cai. 2010a. “Development of dynamic impact factor for performance evaluation of existing multi-girder concrete bridges.” Eng. Struct. 32 (1): 21–31. https://doi.org/10.1016/j.engstruct.2009.08.013.
Deng, L., and C. S. Cai. 2010b. “Identification of dynamic vehicular axle loads: Theory and simulations.” J. Vib. Control 16 (14): 2167–2194. https://doi.org/10.1177/1077546309351221.
Deng, L., and C. S. Cai. 2011. “Identification of dynamic vehicular axle loads: Demonstration by a field study.” J. Vib. Control 17 (2): 183–195. https://doi.org/10.1177/1077546309351222.
Dodds, C. J., and J. D. Robson. 1973. “The description of road surface roughness.” J. Sound Vib. 31 (2): 175–183. https://doi.org/10.1016/S0022-460X(73)80373-6.
Dunne, D., E. J. O’Brien, B. Basu, and A. Gonzalez. 2005. “Bridge WIM systems with Nothing on the Road (NOR).” In Proc., 4th Int. Conf. on Weigh-in-Motion. Taipei, Taiwan: International Society for Weigh-in-Motion.
Harris, N. K., E. J. O’Brien, and A. González. 2007. “Reduction of bridge dynamic amplification through adjustment of vehicle suspension damping.” J. Sound. Vib. 302 (3): 471–485. https://doi.org/10.1016/j.jsv.2006.11.020.
He, W., L. Deng, H. Shi, C. Cai, and Y. Yu. 2017. “Novel virtual simply supported beam method for detecting the speed and axles of moving vehicles on bridges.” J. Bridge Eng. 22 (4): 04016141. https://doi.org/10.1061/(ASCE)BE.1943-5592.0001019.
Ieng, S. S., A. Zermane, F. Schmidt, and B. Jacob. 2012. “Analysis of B-WIM signals acquired in Millau orthotropic viaduct using statistical classification.” In Proc., Int. Conf. on Weigh-in-Motion: ICWIM 6, 43–52. Hoboken, NJ: Wiley.
ISO. 1995. Mechanical vibration–road surface profiles–reporting of measured data. ISO 8608. Geneva: ISO.
Jacob, B., and E. J. O’Brien. 1998. “European specification on weigh-in-motion of road vehicles (COST323).” In Proc., 2nd European Conf. on Weigh-in-Motion of Road Vehicles. Luxembourg: Office for Official Publications of the European Commission.
Jacob, B., and E. J. O’Brien. 2005. “Weigh-in-motion: Recent developments in Europe.” In Proc., 4th Int. Conf. on Weigh-in-Motion. Dubendorf, Switzerland: International Society for Weigh-in-Motion.
Kalhori, H., M. M. Alamdari, X. Zhu, B. Samali, and S. Mustapha. 2017. “Non-intrusive schemes for speed and axle identification in bridge-weigh-in-motion systems.” Meas. Sci. Technol. 28 (2): 025102. https://doi.org/10.1088/1361-6501/aa52ec.
Kalin, J., A. Žnidarič, and I. Lavrič. 2006. “Practical implementation of nothing-on-the-road bridge weigh-in-motion system.” In Proc., 9th Int. Symp. on Heavy Vehicle Weights and Dimensions. State College, Pennsylvania: Pennsylvania State University.
Laboratoire Central des Ponts et Chaussées. 2001. Weighing-in-motion of axles and vehicles for Europe (WAVE). Rep. of work package 1.2. Paris: Laboratoire Central des Ponts et Chaussées.
Lechner, B., M. Lieschnegg, O. Mariani, M. Pircher, and A. Fuchs. 2010. “A wavelet-based bridge weigh-in-motion system.” Int. J. Smart Sens. Intell. Syst. 3 (4): 573–591. https://doi.org/10.21307/ijssis-2017-409.
Lydon, M., D. Robinson, S. E. Taylor, G. Amato, E. J. O’Brien, and N. Uddin. 2017. “Improved axle detection for bridge weigh-in-motion systems using fiber optic sensors.” J. Civ. Struct. Health Monit. 7 (3): 325–332. https://doi.org/10.1007/s13349-017-0229-4.
Lydon, M., S. E. Taylor, D. Robinson, A. Mufti, and E. J. O’Brien. 2016. “Recent developments in bridge weigh in motion (B-WIM).” J. Civ. Struct. Health Monit. 6 (1): 69–81. https://doi.org/10.1007/s13349-015-0119-6.
Moses, F. 1979. “Weigh-in-motion system using instrumented bridges.” Transp. Eng. J. 105 (3): 233–249.
O’Brien, E. J., D. Hajializadeh, N. Uddin, D. Robinson, and R. Opitz. 2012. “Strategies for axle detection in bridge weigh-in-motion systems.” In Proc., Int. Conf. on Weigh-in-Motion: ICWIM 6. Hoboken, NJ: Wiley.
O’Brien, E. J., C. W. Rowley, A. Gonzalez, and M. F. Green. 2009. “A regularised solution to the bridge weigh-in-motion equations.” Int. J. Heavy Veh. Syst. 16 (3): 310–327. https://doi.org/10.1504/IJHVS.2009.027135.
Ojio, T., C. Carey, E. O’Brien, C. Doherty, and S. Taylor. 2016. “Contactless bridge weigh-in-motion.” J. Bridge Eng. 21 (7): 04016032. https://doi.org/10.1061/(ASCE)BE.1943-5592.0000776.
Peters, R. 1984. “AXWAY-a system to obtain vehicle axle weights.” Aust. Road Res. 12 (2): 10–18.
Shi, X., and C. Cai. 2009. “Simulation of dynamic effects of vehicles on pavement using a 3D interaction model.” J. Transp. Eng. 135 (10): 736–744. https://doi.org/10.1061/(ASCE)TE.1943-5436.0000045.
Wall, C. J., R. E. Christenson, A. M. H. Mcdonnell, and A. Jamalipour. 2009. A non-intrusive bridge weigh-in-motion system for a single span steel girder bridge using only strain measurements. Rep. No. CT-2251-3-09-5, 9–10. Rocky Hill, CT: Connecticut DOT.
Wang, T. L., and C. H. Liu. 2000. Influence of heavy trucks on highway bridges. Rep. No. FL/DOT/RMC/6672-379. Tallahassee, FL: Florida DOT.
Yu, Y., C. S. Cai, and L. Deng. 2016. “State-of-the-art review on bridge weigh-in-motion technology.” Adv. Struct. Eng. 19 (9): 1514–1530. https://doi.org/10.1177/1369433216655922.
Yu, Y., C. S. Cai, and L. Deng. 2017a. “Nothing-on-road bridge weigh-in-motion considering the transverse position of the vehicle.” Struct. Infrastruct. Eng. 1–15. https://doi.org/10.1080/15732479.2017.1401095.
Yu, Y., C. S. Cai, and L. Deng. 2017b. “Vehicle axle identification using wavelet analysis of bridge global responses.” J. Vib. Control 23 (17): 2830–2840. https://doi.org/10.1177/1077546315623147.
Zhang, Y., C. Cai, X. Shi, and C. Wang. 2006. “Vehicle-induced dynamic performance of FRP versus concrete slab bridge.” J. Bridge. Eng. 11 (4): 410–419. https://doi.org/10.1061/(ASCE)1084-0702(2006)11:4(410).
Zhao, H., N. Uddin, X. Shao, P. Zhu, and C. Tan. 2014. “Field-calibrated influence lines for improved axle weight identification with a bridge weigh-in-motion system.” Struct. Infrastruct. Eng. 11 (6): 721–743. https://doi.org/10.1080/15732479.2014.904383.
Zhou, Y., and S. Chen. 2015. “Fully coupled driving safety analysis of moving traffic on long-span bridges subjected to crosswind.” J. Wind. Eng. Ind. Aerodyn. 143 (Aug): 1–18. https://doi.org/10.1016/j.jweia.2015.04.015.
Žnidarič, A., G. Turk, and E. Zupan. 2015. “Determination of strain correction factors for bridge weigh-in-motion systems.” Eng. Struct. 102 (Nov): 387–394. https://doi.org/10.1016/j.engstruct.2015.08.026.
Zolghadri, N., M. Halling, N. Johnson, and P. Barr. 2016. “Field verification of simplified bridge weigh-in-motion techniques.” J. Bridge. Eng. 21 (10): 04016063. https://doi.org/10.1061/(ASCE)BE.1943-5592.0000930.
Information & Authors
Information
Published In
Copyright
© 2018 American Society of Civil Engineers.
History
Received: Aug 28, 2017
Accepted: Mar 28, 2018
Published online: Jun 13, 2018
Published in print: Aug 1, 2018
Discussion open until: Nov 13, 2018
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.