Finite element simulation of a strong-post W-Beam guardrail system

被引:38
|
作者
Atahan, AO [1 ]
机构
[1] Mustafa Kemal Univ, Dept Civil Engn, TR-31040 Antakya, Turkey
关键词
computer simulation; LS-DYNA; strong-post guardrail system; cost-effective methods; roadside safety; vehicle collisions;
D O I
10.1177/0037549702078010001
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
Computer simulation of vehicle collisions has improved significantly over the past decade. With advances in computer technology, nonlinear finite element codes, and material models, full-scale simulation of such complex dynamic interactions is becoming ever more possible. In this study, an explicit three-dimensional nonlinear finite element code, LS-DYNA, is used to demonstrate the capabilities of computer simulations to supplement full-scale crash testing. After a failed crash test on a strong-post guardrail system, LS-DYNA is used to simulate the system, determine the potential problems with the design, and develop an improved system that has the potential to satisfy current crash test requirements. After accurately simulating the response behavior of the full-scale crash test, a second simulation study is performed on the system with improved details. Simulation results indicate that the system performs much better compared to the original design.
引用
收藏
页码:587 / 599
页数:13
相关论文
共 50 条
  • [1] Crash performance of strong-post W-beam guardrail with missing blockouts
    Hampton, Carolyn E.
    Gabler, Hampton C.
    INTERNATIONAL JOURNAL OF CRASHWORTHINESS, 2012, 17 (01) : 93 - 103
  • [2] Improvements to G4(RW) strong-post round-wood, W-beam guardrail system
    Atahan, AO
    Cansiz, ÖF
    JOURNAL OF TRANSPORTATION ENGINEERING, 2005, 131 (01) : 63 - 73
  • [3] Limits of Acceptable Rail-and-Post Deflection in Crash-Damaged Strong-Post W-Beam Guardrail
    Hampton, Carolyn E.
    Gabauer, Douglas J.
    Gabler, Hampton C.
    TRANSPORTATION RESEARCH RECORD, 2010, (2195) : 95 - 105
  • [4] A Synthesis of 787-mm Tall, Non-proprietary, Strong-Post, W-beam Guardrail Systems
    Rosenbaugh, Scott
    Bielenberg, Robert
    Faller, Ronald
    Sustainable Civil Infrastructures, 2022, : 805 - 820
  • [5] Improvements to the weak-post W-beam guardrail
    Ray, MH
    Engstrand, K
    Plaxico, CA
    McGinnis, RG
    HYDROLOGY, HYDRAULICS, AND WATER QUALITY; ROADSIDE SAFETY FEATURES: HIGHWAY AND FACILITY DESIGN, 2001, (1743): : 88 - 96
  • [6] W-beam guardrail adjacent to a slope
    Polivka, KA
    Faller, RK
    Sicking, DL
    Rohde, JR
    HYDROLOGY, HYDRAULICS, AND WATER QUALITY; ROADSIDE SAFETY FEATURES: HIGHWAY AND FACILITY DESIGN, 2001, (1743): : 80 - 87
  • [7] Performance of steel-post, W-beam guardrail systems
    Faller, Ronald K.
    Sicking, Dean L.
    Bielenberg, Robert W.
    Rohde, John R.
    Pollvka, Karla A.
    Reid, John D.
    TRANSPORTATION RESEARCH RECORD, 2007, (2025) : 18 - 33
  • [8] W-beam guardrail adjacent to a slope
    Polivka, K.A.
    Faller, R.K.
    Sicking, D.L.
    Rohde, J.R.
    Transportation Research Record, 2001, (1743) : 80 - 87
  • [9] Simulation of motorcyclist's kinematics during impact with W-Beam guardrail
    Ibitoye, AB
    Hamouda, AMS
    Wong, SV
    Radin, RS
    ADVANCES IN ENGINEERING SOFTWARE, 2006, 37 (01) : 56 - 61
  • [10] Simulation of motorcycle crashes with w-beam guardrail: Injury patterns and analysis
    Road Dafety Research Centre, Faculty of Engineering, University Putra, Malaysia
    不详
    不详
    Proc. Inst. Mech. Eng. Part H J. Eng. Med., 2009, 8 (1033-1040):