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The safety performance of guardrail systems: review and analysis of crash tests data

机译:护栏系统的安全性能:审查和分析碰撞测试数据

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The last decade has witnessed an increased number of vehicles and increased vehicle speed on roads such that the frequency and severity of run-off roadway accidents has increased dramatically. Evaluation of guardrail system performance as an element of providing a safe environment for vehicles and to reduce occupant injuries is deemed to be vital issue. Hence, this paper is going to assess deflection and vehicle trajectory of current guardrail systems. For this purpose, the results of full-scale crash tests for different types of guardrail system are collected from previous crash tests available in the literature. The results showed that for Test 3-11 (according to NCHRP Report 350) with similar post spacing (1905 mm), the trend of vehicle exit speed declined while guardrail maximum permanent deflection increased. In addition, among all system types, guardrail with curb and Thrie-beam guardrail systems were subjected to the lowest amount of deflection although Thrie-beam guardrail was subjected to higher average values for both vehicle exit speed and exit angle. Further, weak-post guardrail system showed to have the highest maximum dynamic and permanent deformation compared to other systems whereas it caused the lowest exit angle to the vehicles.
机译:过去十年见证了车辆数量的增加和道路上车辆速度的提高,因此径流车祸事故的频率和严重性急剧增加。评估护栏系统性能是为车辆提供安全环境并减少乘员伤害的重要因素。因此,本文将评估当前护栏系统的挠度和车辆轨迹。为此,从文献中提供的以前的碰撞测试中收集了不同类型的护栏系统的全面碰撞测试的结果。结果表明,对于测试3-11(根据NCHRP报告350),其立柱间距(1905毫米)相似,车辆出口速度的趋势有所下降,而护栏的最大永久挠度却有所增加。此外,在所有系统类型中,尽管Thrie-beam护栏的车辆出口速度和出口角度均具有较高的平均值,但带路缘的护栏和Thrie-beam护栏系统的挠度最低。此外,与其他系统相比,弱柱护栏系统具有最大的最大动态变形和永久变形,而对车辆的出射角最小。

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