Technical Papers
Sep 22, 2023

Evaluating the Performance of Protection Beams Subject to Overheight Vehicular Impacts Using Analytical and Machine Learning–Based Methods

Publication: Journal of Bridge Engineering
Volume 28, Issue 12

Abstract

Overheight truck collision with a bridge superstructure can cause extensive structural damage and result in severe traffic congestion. Placing protection beams in front of the fascia girder is one of the common countermeasures to guard against such events. However, little research has been done on this topic in the past and there are no standard guidelines for designing these protection beams. High-fidelity numerical simulations are conducted to formulate a demand model for protection beams subjected to overheight truck impact scenarios involving three different trailer models (representing soft, semirigid, and rigid impactors), a range of truck weights and velocities, and a number of beam sections and lengths. A validated demand model is proposed to represent the loading pulses caused by the different types of impactors. Two performance levels for the protection beam are suggested. Simulation data are used to propose a reliable machine-learning (ML) model for the classification of beam performance as a function of the parameters of the impacting truck and protection beam. The ML model and demand function are complementary to each other and enable rapid and accurate assessments, respectively, of the performance of protection beams during impact scenarios.

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Data Availability Statement

All data shown in the paper are available from the corresponding author by request. The training model is available on Github: https://github.com/RanC-research/ML.git.

Acknowledgments

This research was supported by the National Science Foundation of China Grants 52108136 and the Fundamental Research Funds for the Central Universities. Any opinions, findings, and conclusions or recommendations expressed in this publication are those of the authors and do not necessarily reflect the views of the National Science Foundation of China.

References

Agrawal, A. K., S. El-Tawil, R. Cao, and W. Wong. 2022. Implementation of crash simulation technology to develop countermeasures strategies for over-height impact protection system on concrete girders. FHWA-RC-22-000. McLean, VA: Federal Highway Administration.
Agrawal, A. K., S. El-Tawil, R. Cao, X. Xu, X. Chen, and W. Wong. 2018. A performance based approach for loading definition of heavy vehicle impact events. FHWA-HIF-18-062. McLean, VA: Federal Highway Administration.
Agrawal, A. K., X. Xu, and Z. Chen. 2011. Bridge vehicle impact assessment. New York: Univ. Transportation Research Center, New York State Dept. of Transportation.
Breiman, L., J. Friedman, C. J. Stone, and R. A. Olshen. 1984. “Classification and regression trees.” Wadsworth Int. Group 37 (15): 237–251.
Cao, R., A. K. Agrawal, S. El-Tawil, and W. Waider. 2021a. “Data filtering in vehicle–bridge impact simulations: Evaluation of different force filtering methods and recommendations.” J. Bridge Eng. 26 (12): 04021094. https://doi.org/10.1061/(ASCE)BE.1943-5592.0001806.
Cao, R., A. K. Agrawal, S. El-Tawil, and W. Wong. 2021b. “Overheight impact on bridges: A computational case study of the skagit river bridge collapse.” Eng. Struct. 237: 112215.
Cao, R., A. K. Agrawal, S. El-Tawil, and W. Wong. 2020. “Numerical studies on concrete barriers subject to MASH truck impact.” J. Bridge Eng. 25 (7): 04020035. https://doi.org/10.1061/(ASCE)BE.1943-5592.0001570.
Cao, R., A. K. Agrawal, S. El-Tawil, X. Xu, and W. Wong. 2019. “Heavy truck collision with bridge piers: Computational simulation study.” J. Bridge Eng. 24 (6): 04019052. https://doi.org/10.1061/(ASCE)BE.1943-5592.0001398.
Cervantes, J., F. Garcia-Lamont, L. Rodríguez-Mazahua, and A. Lopez. 2020. “A comprehensive survey on support vector machine classification: Applications, challenges and trends.” Neurocomputing 408: 189–215. https://doi.org/10.1016/j.neucom.2019.10.118.
Cortes, C., and V. Vapnik. 1995. “Support-vector networks.” Mach. Learn. 20 (3): 273–297.
El-Tawil, S., H. Li, and S. Kunnath. 2014. “Computational simulation of gravity-induced progressive collapse of steel frame buildings: Current trends and future research needs.” J. Struct. Eng. 140 (8): A2513001. SPECIAL ISSUE: Computational Simulation in Structural Engineering, A2513001. https://doi.org/10.1061/(ASCE)ST.1943-541X.0000897.
Hallquist, J. O. 2006. Vol. 3 LS-DYNA theory manual, 25–31. Las Positas, CA: Livermore Software Technology Corporation.
Huang, S., N. Cai, P. P. Pacheco, S. Narrandes, Y. Wang, and W. Xu. 2018. “Applications of support vector machine (SVM) learning in cancer genomics.” Cancer Genomics Proteomics 15 (1): 41–51.
Jiang, H., and M. G. Chorzepa. 2015. “An effective numerical simulation methodology to predict the impact response of pre-stressed concrete members.” Eng. Fail. Anal. 55: 63–78. https://doi.org/10.1016/j.engfailanal.2015.05.006.
MATLAB. 2019. The MathWorks Inc. Natick, MA: MATLAB.
Miele, C. R., C. Plaxico, D. Stephens, and S. Simunovic. 2010. U26: Enhanced finite element analysis crash model of tractor-trailers (phase C). Knoxville, TN: National Transportation Research Center.
Oppong, K., D. Saini, and B. Shafei. 2021. “Ultrahigh-performance concrete for improving impact resistance of bridge superstructures to overheight collision.” J. Bridge Eng. 26 (9): 04021060. https://doi.org/10.1061/(ASCE)BE.1943-5592.0001736.
Ozdagli, A. I., F. Moreu, D. Xu, and T. Wang. 2020. “Experimental analysis on effectiveness of crash beams for impact attenuation of overheight vehicle collisions on railroad bridges.” J. Bridge Eng. 25: 04019133. https://doi.org/10.1061/(ASCE)BE.1943-5592.0001503.
Plaxico, C., C. Miele, J. Kennedy, S. Simunovic, and N. Zisi. 2008. Enhanced finite element analysis crash model of tractor-trailers (phase A). Knoxville, TN: National Transportation Research Center.
Plaxico, C., C. Miele, J. Kennedy, S. Simunovic, and N. Zisi. 2009. Enhanced finite element analysis crash model of tractor-trailers (phase B). Knoxville, TN: National Transportation Research Center.
Salkhordeh, M., M. Mirtaheri, and S. Soroushian. 2021. “A decision-tree-based algorithm for identifying the extent of structural damage in braced-frame buildings.” Struct. Control Health Monit. 28 (11): e2825. https://doi.org/10.1002/stc.2825.
Sediek, O. A., T.-Y. Wu, J. McCormick, and S. El-Tawil. 2022. “Prediction of Seismic collapse behavior of deep steel columns using machine learning.” Structures 40: 163–175. https://doi.org/10.1016/j.istruc.2022.04.021.
Xu, L., X. Lu, H. Guan, and Y. Zhang. 2013. “Finite-element and simplified models for collision simulation between overheight trucks and bridge superstructures.” J. Bridge Eng. 18: 1140–1151. https://doi.org/10.1061/(ASCE)BE.1943-5592.0000472.
Xu, L. J., X. Z. Lu, S. T. Smith, and S. T. He. 2012. “Scaled model test for collision between over-height truck and bridge superstructure.” Int. J. Impact Eng. 49: 31–42. https://doi.org/10.1016/j.ijimpeng.2012.05.003.
Xu, X., R. Cao, S. El-Tawil, A. K. Agrawal, and W. Wong. 2019. “Loading definition and design of bridge piers impacted by medium-weight trucks.” J. Bridge Eng. 24 (6): 04019042. https://doi.org/10.1061/(ASCE)BE.1943-5592.0001397.
Xie, Y., M. Ebad Sichani, J. E. Padgett, and R. DesRoches. 2020. “The promise of implementing machine learning in earthquake engineering: A state-of-the-art review.” Earthquake Spectra 36 (4): 1769–1801. https://doi.org/10.1177/8755293020919419.
Zhao, D.-B., W.-J. Yi, and S. K. Kunnath. 2017. “Shear mechanisms in reinforced concrete beams under impact loading.” J. Struct. Eng. 143 (9): 04017089. https://doi.org/10.1061/(ASCE)ST.1943-541X.0001818.
Zhao, D.-B., W.-J. Yi, and S. K. Kunnath. 2018. “Numerical simulation and shear resistance of reinforced concrete beams under impact.” Eng. Struct. 166: 387–401. https://doi.org/10.1016/j.engstruct.2018.03.072.
Zhang, R., Z. Chen, S. Chen, J. Zheng, O. Büyüköztürk, and H. Sun. 2019. “Deep long short-term memory networks for nonlinear structural seismic response prediction.” Comput. Struct. 220: 55–68. https://doi.org/10.1016/j.compstruc.2019.05.006.
Zendehboudi, A., M. A. Baseer, and R. Saidur. 2018. “Application of support vector machine models for forecasting solar and wind energy resources: A review.” J. Cleaner Prod. 199: 272–285. https://doi.org/10.1016/j.jclepro.2018.07.164.

Information & Authors

Information

Published In

Go to Journal of Bridge Engineering
Journal of Bridge Engineering
Volume 28Issue 12December 2023

History

Received: Aug 3, 2022
Accepted: Jun 22, 2023
Published online: Sep 22, 2023
Published in print: Dec 1, 2023
Discussion open until: Feb 22, 2024

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Authors

Affiliations

Associate Professor, Key Laboratory for Damage Diagnosis of Engineering Structures of Hunan Province, Hunan Univ., Changsha 410082, China; College of Civil Engineering, Hunan Univ., Changsha 410082, Hunan, China (corresponding author). ORCID: https://orcid.org/0000-0002-7075-9800. Email: [email protected]
Xun Zuo
Research Assistant, College of Civil Engineering, Hunan Univ., Changsha 410082, China.
Anil Kumar Agrawal, Dist.M.ASCE
Professor, Dept. of Civil and Environmental Engineering, The City College of the City Univ. of New York, New York, NY 10031.
Professor, Dept. of Civil & Environmental Engineering, Univ. of Michigan, Ann Arbor, MI 48109. ORCID: https://orcid.org/0000-0001-6437-5176..
Waider Wong
Engineer, Federal Highway Administration, Baltimore, MD 21201.

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