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超高速公路三波护栏安全性影响因素仿真分析

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文中基于利用HeperWorks和LS-DYNA软件进行碰撞仿真,对三波护栏进行单影响因素和多影响因素分析.结果表明:波形梁厚度5 mm时,三波护栏防护性较好,立柱间距2 000 mm时,护栏最大动态变形量减小,汽车合成加速度峰值超出20 g安全值,不能保证乘员安全.护栏最大动态变形量和绊阻与碰撞速度、碰撞角度、立柱间距成正比,与波形梁厚度成反比,汽车合成加速度与碰撞速度、碰撞角度成正比,与波形梁厚度和立柱间距成反比.
Simulation Analysis of Safety Factors of Three-wave Guardrail on Superhighway
Based on HeperWorks and LS-DYNA software,the collision simulation was carried out,and the single influencing factor and multiple influencing factors of three-wave guardrail were analyzed.The results show that when the thickness of corrugated beam is 5 mm,the three-wave guardrail has better protection.When the column spacing is 2000 mm,the maximum dynamic deformation of guard-rail decreases.The peak value of vehicle synthetic acceleration exceeds the safety value of 20g,which cannot ensure the safety of passengers.The maximum dynamic deformation and tripping resistance of guardrail are directly proportional to collision speed,collision angle and column spacing,and inversely proportional to the thickness of corrugated beam.The synthetic acceleration of automobile is directly proportional to collision speed and collision angle,and inversely proportional to the thickness of corru-gated beam and column spacing.

traffic safetysuperhighwaythree-wave guardrailcollision simulationorthogonal exper-iment

何永明、万亚楠、魏堃、冯佳、权聪

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东北林业大学交通学院 哈尔滨 150040

长安大学道路结构与材料交通运输行业重点实验室 西安 710064

交通安全 超高速公路 三波护栏 碰撞仿真 正交实验

道路结构与材料交通运输行业重点实验室(长安大学)开放基金东北林业大学碳中和专项科学基金

300102212504HFW221600015

2024

武汉理工大学学报(交通科学与工程版)
武汉理工大学

武汉理工大学学报(交通科学与工程版)

CSTPCD
影响因子:0.462
ISSN:2095-3844
年,卷(期):2024.48(5)