Development of a Bridge Weigh-in-Motion System Based on Long-Gauge Fiber Bragg Grating Sensors
Publication: Journal of Bridge Engineering
Volume 23, Issue 9
Abstract
Monitoring the weight of vehicles is essential for policymakers to maintain the condition of bridges. In the group of methods for weighing vehicles, bridge weigh-in-motion (B-WIM) systems are among the most prominent and have several advantages, such as convenience and no interruption to traffic. However, they still have one drawback in that, for most systems, a vehicle’s velocity and wheelbase need to be given in advance. Currently, this problem is usually solved by adding an axle detector, which leads to higher costs. Under such circumstances, this paper presents an alternative B-WIM system to measure a vehicle’s velocity, wheelbase, and axial and gross weight merely based on a single set of long-gauge fiber Bragg grating (FBG) sensors without additional devices. To test the effectiveness of this method under various conditions, a vehicle-bridge interaction (VBI) system simulation was performed based on the result of an indoor experiment. Also, an in situ test on an expressway bridge was performed to initially verify its feasibility. The results showed that this method can achieve its function with good accuracy under various conditions.
Get full access to this article
View all available purchase options and get full access to this article.
Acknowledgments
The authors would like to acknowledge financial support from the National Natural Science Foundation of China (Nos. 51525801, 51708106, and 51708112), the Fundamental Research Funds for the Central Universities (No. 2242017k30002), and the Priority Academic Program Development of Jiangsu Higher Education Institutions (No. 1105007002).
References
Adewuyi, A. P., and Z. S. Wu. 2011. “Modal macro-strain flexibility methods for damage localization in flexural structures using long-gage FBG sensors.” Struct. Control Health Monit. 18 (3): 341–360. https://doi.org/10.1002/stc.377.
Allotta, B., P. D’Adamio, L. Marini, L. Pugi, and A. Rindi. 2015. “A new strategy for dynamic weighing in motion of railway vehicles.” IEEE Trans. Intell. Transp. Syst. 16 (6): 3520–3533. https://doi.org/10.1109/TITS.2015.2477104.
Bajwa, R., E. Coleri, R. Rajagopal, P. Varaiya, and C. Flores. 2017. “Development of a cost-effective wireless vibration weigh-in-motion system to estimate axle weights of trucks.” Comput.-Aided Civ. Inf. Eng. 32 (6): 443–457. https://doi.org/10.1111/mice.12269.
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.
Brownjohn, J. M. W. 2007. “Structural health monitoring of civil infrastructure.” Philos. Trans. R. Soc. London, Ser. A 365 (1851): 589–622. https://doi.org/10.1098/rsta.2006.1925.
Chatterjee, P., E. OBrien, Y. 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.
Chen, S. Z., G. Wu, and T. Xing. 2017a. “Deflection monitoring for a box girder based on a modified conjugate beam method.” Smart. Mater. Struct. 26 (8): 085034. https://doi.org/10.1088/1361-665X/aa7973.
Chen, S. Z., G. Wu, T. Xing, and D. C. Feng. 2017b. “Prestressing force monitoring method for a box girder through distributed long-gauge FBG sensors.” Smart Mater. Struct. 27 (1): 015015. https://doi.org/10.1088/1361-665X/aa9bbe.
Feng, D., X. Ren, and J. Li. 2016a. “Implicit gradient delocalization method for force-based frame element.” J. Struct. Eng. 142 (2): 04015122. https://doi.org/10.1061/(ASCE)ST.1943-541X.0001397.
Feng, D. C., C. Kolay, J. M. Ricles, and J. Li. 2016b. “Collapse simulation of reinforced concrete frame structures.” Struct. Des. Tall Special Build. 25 (12): 578–601. https://doi.org/10.1002/tal.1273.
Feng, D. C., G. Wu, Z. Y. Sun, and J. G. Xu. 2017. “A flexure-shear Timoshenko fiber beam element based on softened damage-plasticity model.” Eng. Struct. 140 (Jun): 483–497. https://doi.org/10.1016/j.engstruct.2017.02.066.
Han, L. D., S. S. Ko, Z. Gu, and M. K. Jeong. 2012. “Adaptive weigh-in-motion algorithms for truck weight enforcement.” Transp. Res. 24 (Oct): 256–269. https://doi.org/10.1016/j.trc.2012.01.010.
He, W., L. Deng, H. Shi, C. S. 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.
Helmi, K., T. Taylor, and F. Ansari. 2015. “Shear force based method and application for real-time monitoring of moving vehicle weights on bridges.” J. Intell. Mater. Syst. Struct. 26 (5): 505–516. https://doi.org/10.1177/1045389X14529612.
Hong, W., Y. Cao, and Z. Wu. 2016. “Strain-based damage-assessment method for bridges under moving vehicular loads using long-gauge strain sensing.” J. Bridge Eng. 21 (10): 04016059. https://doi.org/10.1061/(ASCE)BE.1943-5592.0000933.
ISO (International Organization for Standardization). 1995. Mechanical vibration—Road surface profiles—Reporting of measured data. ISO-8608. Geneva: ISO.
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. Znidaric, and I. Lavric. 2006. “Practical implementation of nothing-on-the-road bridge weigh-in-motion system.” In Proc., Int. Symp. on Heavy Vehicle Weights and Dimensions. Ottawa: Transportation Association of Canada.
Kang, L. H., D. K. Kim, and J. H. Han. 2007. “Estimation of dynamic structural displacements using fiber Bragg grating strain sensors.” J. Sound Vib. 305 (3): 534–542. https://doi.org/10.1016/j.jsv.2007.04.037.
Karoumi, R., J. Wiberg, and A. Liljencrantz. 2005. “Monitoring traffic loads and dynamic effects using an instrumented railway bridge.” Eng. Struct. 27 (12): 1813–1819. https://doi.org/10.1016/j.engstruct.2005.04.022.
Kim, N. S., and N. S. Cho. 2004. “Estimating deflection of a simple beam model using fiber optic Bragg-grating sensors.” Exp. Mech. 44 (4): 433–439. https://doi.org/10.1007/BF02428097.
Kim, T. M., D. H. Kim, M. K. Kim, and M. L. Yun. 2016. “Fiber Bragg grating-based long-gauge fiber optic sensor for monitoring of a 60 m full-scale prestressed concrete girder during lifting and loading.” Sens. Actuators, A 252 (Dec): 134–145. https://doi.org/10.1016/j.sna.2016.10.037.
Law, S. S., and X. Q. Zhu. 2004. “Dynamic behavior of damaged concrete bridge structures under moving vehicular loads.” Eng. Struct. 26 (9): 1279–1293. https://doi.org/10.1016/j.engstruct.2004.04.007.
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.
Li, H. N., D. S. Li, and G. B. Song. 2004. “Recent applications of fiber optic sensors to health monitoring in civil engineering.” Eng. Struct. 26 (11): 1647–1657. https://doi.org/10.1016/j.engstruct.2004.05.018.
Li, S. Z., and S. J. Chen. 2018. “Structural health monitoring of maglev guideway PC girders with distributed long-gauge FBG sensors.” Struct. Control Health Monit. 25 (1): e2046. https://doi.org/10.1002/stc.2046.
Li, S. Z., and Z. S. Wu. 2007. “Development of distributed long-gage fiber optic sensing system for structural health monitoring.” Struct. Health. Monit. 6 (2): 133–143. https://doi.org/10.1177/1475921706072078.
Moses, F. 1979. “Weigh-in-motion system using instrumented bridges.” Transp. Eng. J. 105 (3): 233–249.
Moyo, P., J. Brownjohn, R. Suresh, and S. C. Tjin. 2005. “Development of fiber Bragg grating sensors for monitoring civil infrastructure.” Eng. Struct. 27 (12): 1828–1834. https://doi.org/10.1016/j.engstruct.2005.04.023.
Obrien, 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. Obrien, C. Doherty, and S. E. Taylor. 2016. “Contactless bridge weigh-in-motion.” J. Bridge Eng. 21 (7): 04016032. https://doi.org/10.1061/(ASCE)BE.1943-5592.0000776.
Reiff, A. J., M. Sanayei, and R. M. Vogel. 2016. “Statistical bridge damage detection using girder distribution factors.” Eng. Struct. 109 (Feb): 139–151. https://doi.org/10.1016/j.engstruct.2015.11.006.
Richardson, J., S. Jones, A. Brown, E. O’Brien, and D. Hajialzadeh. 2014. “On the use of bridge weigh-in-motion for overweight truck enforcement.” Int. J. Heavy Veh. Syst. 21 (2): 83–104. https://doi.org/10.1504/IJHVS.2014.061632.
Scott, M., and G. Fenves. 2006. “Plastic hinge integration methods for force-based beam–Column elements.” J. Struct. Eng. 132 (2): 244–252. https://doi.org/10.1061/(ASCE)0733-9445(2006)132:2(244).
Sekuła, K., and P. Kołakowski. 2012. “Piezo-based weigh-in-motion system for the railway transport.” Struct. Control Health Monit. 19 (2): 199–215. https://doi.org/10.1002/stc.416.
Spacone, E., F. C. Filippou, and F. F. Taucer. 1996. “Fibre beam–Column model for non-linear analysis of R/C frames: Part I. Formulation.” Earthquake Eng. Struct. Dyn. 25 (7): 711–725. https://doi.org/10.1002/(SICI)1096-9845(199607)25:7%3C711::AID-EQE576%3E3.0.CO;2-9.
Wong, K. Y. 2004. “Instrumentation and health monitoring of cable-supported bridges.” Struct. Control Health Monit. 11 (2): 91–124. https://doi.org/10.1002/stc.33.
Wu, B. T., G. Wu, H. X. Lu, and D. C. Feng. 2017. “Stiffness monitoring and damage assessment of bridges under moving vehicular loads using spatially-distributed optical fiber sensors.” Smart Mater. Struct. 26 (3): 035058. https://doi.org/10.1088/1361-665X/aa5c6f.
Wu, B. T., G. Wu, C. Q. Yang, and Y. He. 2016. “Damage identification and bearing capacity evaluation of bridges based on distributed long-gauge strain envelope line under moving vehicle loads.” J. Intell. Mater. Syst. Struct. 27 (17): 2344–2358. https://doi.org/10.1177/1045389X16629571.
Wu, S. Q., and S. S. Law. 2011. “Vehicle axle load identification on bridge deck with irregular road surface profile.” Eng. Struct. 33 (2): 591–601. https://doi.org/10.1016/j.engstruct.2010.11.017.
Yu, Y., C. S. Cai, and L. Deng. 2015. “Vehicle axle identification using wavelet analysis of bridge global responses.” J. Vib. Control 23 (17): 2830–2840. https://doi.org/10.1177/1077546315623147.
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.
Zhang, J., Y. Cheng, Q. Xia, and Z. S. Wu. 2016. “Change localization of a steel-stringer bridge through long-gauge strain measurements.” J. Bridge Eng. 21 (3): 04015057. https://doi.org/10.1061/(ASCE)BE.1943-5592.0000802.
Zhao, H., N. Uddin, E. O’Brien, X. Shao, and P. Zhu. 2014. “Identification of vehicular axle weights with a bridge weigh-in-motion system considering transverse distribution of wheel loads.” J. Bridge Eng. 19 (3): 04013008. https://doi.org/10.1061/(ASCE)BE.1943-5592.0000533.
Zhao, Z., N. Uddin, and E. O’Brien. 2017. “Bridge weigh-in-motion algorithms based on the field calibrated simulation model.” J. Infrastruct. Syst. 23 (1): 04016021. https://doi.org/10.1061/(ASCE)IS.1943-555X.0000308.
Znidaric, A., J. Kalin, and I. Lavric, 2002. “Bridge weigh-in-motion measurements on short slab bridges without axle detectors.” In Proc., 3rd Int. Conf., on Weigh-In-Motion, 231–239. Washington, DC: Transportation Research Board.
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: Oct 27, 2017
Accepted: Mar 30, 2018
Published online: Jul 9, 2018
Published in print: Sep 1, 2018
Discussion open until: Dec 9, 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.