回头曲线路段的轨迹曲率特性和汽车过弯方式  

Track Curvature Characteristics and Vehicle Cornering Patterns on Hairpin Curves

作　　者：徐进[1,2] 陈莹[1,2] 张晓波 陈海源[2] 张康 XU Jin;CHEN Ying;ZHANG Xiaobo;CHEN Haiyuan;ZHANG Kang(Chongqing Key Laboratory of"Human-Vehicle-Road"Cooperation and Safety for Mountain Complex Environment,Chongqing Jiaotong University,Chongqing 400074,China;College of Traffic and Transportation,Chongqing Jiaotong University,Chongqing 400074,China;China Railway Siyuan Survey and Design Group Co.,Ltd.,Wuhan 430063,China)

机构地区：[1]重庆交通大学山区复杂道路环境“人-车-路”协同与安全重庆市重点实验室,重庆400074 [2]重庆交通大学交通运输学院,重庆400074 [3]中铁第四勘察设计院集团有限公司,湖北武汉430063

出　　处：《西南交通大学学报》2021年第6期1143-1152,共10页Journal of Southwest Jiaotong University

基　　金：国家重点研发计划(2018YFB1600500)。

摘　　要：为了明确山区公路回头曲线上的车辆轨迹特性和驾驶行为偏好,通过实车路试采集了自然驾驶习惯条件下回头曲线路段上的车辆行驶轨迹线和轮迹线-车道线的横向距离等参数,基于实测数据计算了轨迹曲率,分析了轨迹曲率与道路设计曲率之间的关系,确定了轨迹曲率变化模式,提出了轨迹等效半径的概念,研究了回头曲线路段的切弯行为和典型过弯方式.研究发现:(1)回头曲线的入弯、弯中和出弯均可见严重的车道偏离.(2)入弯时汽车在缓和曲线之前便已进入曲线行驶状态,出弯时车辆轨迹曲率在驶出缓和曲线之后的直线上降低至0,轨迹曲率的变化率要低于缓和曲线的曲率变化率;左转轨迹的曲率变化率要低于右转轨迹的曲率变化率.(3)左转轨迹曲率的幅值回头曲线中部低于或者接近道路设计曲率,右转轨迹曲率则高于道路设计曲率.(4)左转弯的轨迹等效半径要高于弯道设计半径,右转弯轨迹半径最小值和均值普遍则低于设计半径.(5)驾驶人可以通过不同的切弯方式来实现回头曲线路段轨迹半径的增加和最大化,但需要侵占对向车道.(6)驾驶人切弯时,左转弯的轨迹半径增量要高于右转弯的轨迹率半径增量,即车辆左转驶入回头曲线是更容易取得切弯效用;在大头线、平头线和小头线(转角分别大于、等于和小于180°)3类回头曲线中,小头线和大头线上的切弯效果更明显.To clarify the vehicle trajectory characteristics and driving behavior preference of hairpin curves of mountain roads,the vehicle trajectory and lateral distance between wheel track and lane marking on hairpin curves were collected in the condition of natural driving,the track curvature were calculated with the measured track data,the relationship between the track curvature and road design curvature were analyzed,and the changing mode of the track curvature was determined.Moreover,the concept of track equivalent radius was presented,and the cornering behavior and typical track patterns on hairpin curves were analyzed.It is found that(1)serious lateral deviation can be observed at entrance,middle and exit of a hairpin curve.(2)At the entrance of a hairpin curve,the vehicle has begun the state of curve driving before running on the transition section,and at the exit,the track curvature reduces to zero on a tangent after departing the transition section;the change rate of track curvature is lower than that of the transition.Gradient of the left-turn track is lower than that of the right-turn track.(3)The curvature of the left-turn track at the middle of the hairpin curve is lower than or close to the design curvature,while the curvature of the right-turn track is higher than the design curvature.(4)The equivalent radius of left-turn track is higher than the design radius of the hairpin curve,while the minimum and average equivalent radius of the right-turn track are generally lower than the design radius.(5)Drivers can increase and maximize the track radius with different cornering behaviors,but need to drive on the opposite lane.(6)When a driver cuts a corner,the increment in track radius of the left-turn curve is higher than that of the right-turn curve;namely,it is easier for a vehicle to turn left into the hairpin curve to cut a corner;of three types of hairpin curves,big,flat and small curves,which correspond to the deflection angles larger than 180°,equal to 180°,and less than 180°,the curves with the defl

关 键 词：交通安全 回头曲线 行驶轨迹 轨迹曲率 切弯行为 道路几何线形 

分 类 号：U412.34[交通运输工程—道路与铁道工程] U491.255