首页|期刊导航|市政技术|基于CarSim仿真的雨天不同线形互通式立交匝道行车安全及速度阈值分析

基于CarSim仿真的雨天不同线形互通式立交匝道行车安全及速度阈值分析OA

Analysis of Driving Safety and Speed Thresholds of Interchange Ramps with Different Alignments on Rainy Days Based on CarSim Simulation

中文摘要英文摘要

为明确互通式立交匝道线形特征与降雨对行车安全的影响,以昆明西北绕城高速公路枢纽立交互通工程为依托,选取4条差异化线形匝道(A、B为小半径单圆曲线匝道,C、D为S形曲线匝道)为研究对象,基于CarSim软件构建车辆动力学与道路环境耦合的仿真模型,选取横向加速度、横摆角速度、横向偏移量及方向盘转角为核心评价指标,对比分析不同路面摩擦系数下的车辆行驶稳定性.研究结果表明,路面摩擦系数由0.5降低至0.2时,车辆行驶速度较设计车速提升50%会使车辆的横向加速度提高至原数值的2倍;大雨工况(μ=0.2)下A、B匝道安全车速较设计车速下降2.5%~12.5%,SUV失稳风险显著高于轿车,需额外减速5~8 km/h.研究明确了雨天匝道行车横向偏移的耦合影响因素,提出"降速匹配低摩擦系数、限速适配线形曲率"的安全管控核心原则,可为互通式立交匝道设计优化及雨天差异化限速管控提供数据参考.

To clarify the characteristics of ramp alignment of interchanges and the impact of rainfall on driving safety,this study takes the hub interchange project of Kunming Northwest Ring Expressway as an example.Based on four ramps with distinct alignments are selected(Ramp A and B are small-radius single-curved ramps,and Ramp C and D are S-shaped curved ramps),a coupled simulation model integrating vehicle dynamics and road environment is established by CarSim software.Lateral acceleration,yaw rate,lateral offset and steering wheel angle are chosen as core evaluation indicators to compare vehicle driving stability under different road friction coefficients.The results show that when the road friction coefficient decreases from 0.5 to 0.2,the lateral acceleration doubles if the driving speed rises by 50%than the design speed;Under heavy rainfall(μ=0.2),the safe driving speed of Ramp A and B drops by 2.5%to 12.5%than the design speed.SUV face a remarkably higher instability risk than passenger cars,requiring an additional speed reduction of 5~8 km/h.This study identifies the coupled influencing factors of lateral offset on interchange ramps on rainy days.The core safety management principles of"reducing speed to adapt to low friction coefficients and setting speed limits matching alignment curvature"is proposed,which can provide data ref-erence for the optimization of interchange ramp design and differentiated speed limit management on rainy days.

张馨月;邓润峰;郭春丽;卢艳坤;马耀鲁

西南林业大学土木工程学院,云南 昆明 650224西南林业大学土木工程学院,云南 昆明 650224西南林业大学土木工程学院,云南 昆明 650224辽宁省交通规划设计院有限责任公司,辽宁沈阳 110000西南林业大学土木工程学院,云南 昆明 650224

交通工程

交通工程匝道行驶降雨条件车辆稳定性车辆动力学仿真

transportation engineeringramp drivingrainfall conditionvehicle stabilityvehicle dynamics simu-lation

《市政技术》 2026 (6)

122-131,10

2025年云南省大学生创新训练计划项目(20230956008)云南省基础研究计划面上项目(202501AT070173)西南林业大学博士科研启动基金项目(110225026-25BS)

10.19922/j.1009-7767.2026.06.122

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