Effect of Spiral Transition Curve Length on Vehicle Path
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摘要: 为揭示自由流交通状态下,缓和曲线长度对车辆行驶轨迹的影响规律,在预瞄最优曲率模型的基础上, 引入S灢K (弧长灢曲率)平面线形模型,提出了面向公路路线安全评价的驾驶员方向控制模型.仿真结果表明:车 辆进入曲线段时,行驶轨迹存在朝曲线内侧偏移的运动趋势;出曲线段时,车辆行驶轨迹趋于朝曲线外侧偏移. 缓和曲线长度对车辆行驶轨迹的影响显著,缓和曲线越长,车辆行驶轨迹侧向偏差越小,反之则越大.对于二级 公路对称基本型平曲线设计,缓和曲线长度建议采用0.4~0.6倍圆曲线半径为宜.Abstract: In order to reveal the influence rule of spiral transition curve length on the path of a vehicle under free flow traffic states, a driver direction control model for highway alignment safety evaluation was put forward on the basis of the preselect optimal curvature method and by introducting the horizontal curve length-curvature alignment model. The simulation results show that when a vehicle enters a curve, its path has a tendency to shift inward the curve, while its path tends to shift outward the curve as it exits the curve. The length of a spiral transition curve has a significant impact on the path of a vehicle, the longer the spiral transition curve is, the smaller the lateral deviation of vehicle path is, whereas the greater it will be. To a symmetrical basic horizontal curve of second-class highways, the length of a spiral transition curve is suggested to be 0.4 to 0.6 times the radius of the curve.
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Key words:
- spiral transition curve /
- vehicle path /
- horizontal alignment /
- geometric design /
- driver model /
- traffic safety
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