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An improved mathematical model for vehicle crashagainst highway guardrails

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Treść / Zawartość
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Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
Highway guardrail is a kind of important road traffic safety facility. When a vehicle is travelling on a highway, it can lose control because of accident. The guardrail can prevent the vehicle from rushing directly out of the road, so as to reduce the injury to the driver in the vehicle. Therefore, the guiding performance, anti-collision performance and buffer performance of the guardrail are important indexes to reflect the highway guardrail safety in the traffic accidents between vehicle and guardrail. The process of collisions between vehicles and guardrails is a complex motion, affected by multiple factors such as the movement patterns and types of vehicles, the types of guardrail, the bending stiffness of the beams, the speed of collision, the angle of collision, etc. The accuracy of energy estimation when vehicle collides with guardrail is the foundation of highway guardrail design, installation and improvement. Many experts and scholars at home and abroad have done a lot of theoretical research and experimental verifications on the safety performance of highway guardrail, and analyzed the anti-collision ability and energy absorption effect of highway guardrail. Single degree of freedom model is the most widely used mathematical model of vehicle collision in highway guardrail. The traditional model is more suitable for calculating the maximum impact force of small vehicles, but it is not accurate for large vehicles. However, due to the unreasonableness of the model in the theoretical derivation process, there is a large error in the mathematical model, especially in estimating the accuracy of the energy value of the large vehicle collision guardrail. Practice shows that the current guardrail cannot withstand the impact of large vehicles. Once large vehicles collide with the corrugated beam guardrail, the guardrail will collapse in most cases, and the vehicle will rush out of the road directly, so it is very difficult to exert the protective function of the guardrail. The anti-collision performance of guardrail is poor, which is related to the existing calculation model, which results in insufficient strength in the design of guardrail.
Rocznik
Strony
41--49
Opis fizyczny
Bibliogr. 24 poz., rys., tab., wzory
Twórcy
autor
  • Zhejiang Police College, Department of Traffic Science and Engineering, Hangzhou, Zhejiang Province, China
autor
  • Zhejiang Police College, International School, Hangzhou, Zhejiang Province, China
Bibliografia
  • [1] AASHTO, 1989. Guide Specifications for Bridge Railing. Washington, D.C.
  • [2] AASHTO, 2009. Manual for Assessing Safety Hardware (MASH), ISBN-13: 978-1-56051-416-9. Washington, D.C.
  • [3] AASHTO, 2011. Roadside Design Guide, 4th Edition, ISBN Number: 978-1-56051-509-8. Washington, D.C.
  • [4] BRONSTAD, M. E., CALCOTE, L. R., RAY, M.H. MAYER, J. B., 1988. Guardrail-Bridge Rail Transition Designs. Report FHWA-RD-86-178, FHWA, US. Department of Transportation.
  • [5] BUTH, E. Safer Bridge Railings, Final Report, FHWA-RD-82-072, FHWA, US. Department of Transportation, 1984.
  • [6] CHINA’S MINISTRY OF PUBLIC SECURITY TRAFFIC MANAGEMENT BUREAU, 2013. Statistical Yearbook on Road Traffic Accidents in China.
  • [7] FERDOUS, M. R., ABU-ODEH, A., BLIGN, R. P., JONES, H. L., SHEIKH, N. M, 2011. Performance Limit Analysis for Common Roadside and Median Barriers Using LSDYNA, International Journal of Crashworthiness, 16(6), 691-706.
  • [8] GABLER, H. C., GABAUER, D. J., 2006. Safety Audit of Fatalities and Injuries Involving Guide Rail. Final Report FHWA-NJ-2007-001, Virginia Tech, Blacksburg, Virginia.
  • [9] HAMPTON, C.E., GABAUER, D. J., GABLER, H. C., 2010. Limits of Acceptable Rail-and-Post Deflection in Crash-Damaged Strong-Post W-Beam Guardrail, Transportation Research Record, 2195, 95-105.
  • [10] HENDRICKS, B. F., WEKEZER, J. W, 1996. Finite-Element Modeling of G2 Guardrail, Transportation Research Record, 1528, 130-136.
  • [11] HUANG, H. W., LIU, Z. H., YANG, J. K., 2002. Analysis and Investigation on Car Impact with Highway Barrier Based on Computer Simulation. Journal of Hunan University (NaturalSciences Edition), 29(6) 42-47.
  • [12] LI, J. H., SHI, H. X., 2014. Crash Force Calculating Method of Vehicle to Barrier. Road Traffic and Security, 14(2), 49-52.
  • [13] LIU, J. X., TANG, H., 2012. Structure Design of Double-Bar Semirigid Guaudrail of Freeway. Journal of Choning Jiaotong University (Natural Science), 31(1), 68-71.
  • [14] MACKERLE, J., 2003. Finite Element Crash Simulation and Impact-Induced Injuries: an Addendum. A Bibliography (1998-2002), The Shock and Vibration Digest, 35(4), 273-280.
  • [15] MARZOUGUI, D., OPIELA, K. S., KAN, C. D., 2015. Analyses of Vehicle Trajectories When Leaving the Traveled Way on Curved, Superelevated Road Sections, Transportation Research Board 94th Annual Meeting, Paper No. 15-5838.
  • [16] RAGHU, S., 2010. Finite Element Modelling Techniques: in MSC.NASTRAN and LS/DYNA, ISBN10: 145378862X.
  • [17] RAY, M. H., MICHIE, J. D., HARGRAVE, M., 1986. Events That Produce Occupant Injury in Longitudinal Barrier Accidents. Transportation Research Record, 1065, 19-30.
  • [18] RAY, M. H., WEIR, J., HOPP, J., 2003. NCHRP Report 490: In-Service Performance of Traffic Barriers. Transportation Research Board, National Research Council.
  • [19] ROSS, H. E., JR., SICKING, D. L., ZIMMER R. A. MICHIE, J. D., 1993. National Cooperative Highway Research Program (NCHRP) Report 350: Recommended Procedures for the Safety Performance Evaluation of Highway Features, Transportation Research Board, National Research Council, 1993.
  • [20] WOLFORD, D., SICKING, D., 1996. Guardrail Runout Lengths Revisited. Transportation Research Record, 1528, 78-86.
  • [21] XIAO, H. D.,CHAI, H. J., ZHANG, J. Q., 2012. A simplified Collision Model of Collision between Vehicle and Cable Barrier. Transport Engineering & Safety, 45(5), 608-610.
  • [22] ZHANG, X. Z., YAO, W. J., MAO, A. X., 2012. Mechanical model and simulation analysis of steel-concrete composite barrier. Engineering Journal of Wuhan University, 45(5), 608-610 [?]
  • [23] ZHAO, Y. L., LIU, T. Z., 2012. Simulation analysis of safety performance of vehicle in collision with rigid guardrail and semirigid guardrail. Journal of Southeast University (Natural Science Edition), 42(2), 369-373.
  • [24] ZHOU, W., ZHANG, T. X., CUI, H. T., 2008. The finite element simulation of collisions between cars and guardrail. Journal of Beijing University of Technology, 34(3), 298-303.
Uwagi
PL
Opracowanie rekordu w ramach umowy 509/P-DUN/2018 ze środków MNiSW przeznaczonych na działalność upowszechniającą naukę (2019).
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-d9ae8636-1d8d-48b8-98ae-776fed818b5b
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