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Proposal of Road Unevenness Classification Based on Road Elevation Spectrum Parameters

机译:基于道路高程谱参数的道路不平度分类的建议

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Road classification of longitudinal road unevenness was proposed based on road elevation power spectral density (PSD). The proposal is based on two spectrum parameters (unevenness index and waviness): vehicle model vibration response, and vehicle velocity. A planar model of a personal car with 12 degrees-of-freedom (DOF) was used and four vertical vibration responses were considered. Ride comfort quantities in terms of the frequency-weighted acceleration on driver and passenger seats and ride safety/pavement dynamic load quantities as a dynamic load coefficient (DLC) on the front and rear axle were taken into account. A tire-enveloping model was used as representative of tire-road contact. This approach was compared with pure tire-road point contact and moving averaged profile. Data was obtained for 1600 real road sections and three different velocities. The results indicated marked differences in comparison with the road classification based on a constant waviness according to the ISO 8608 standard.
机译:基于道路高程功率谱密度(PSD),提出了纵向道路不平整度的道路分类方法。该提议基于两个频谱参数(不均匀指数和波纹度):车辆模型振动响应和车辆速度。使用具有12个自由度(DOF)的私人汽车的平面模型,并考虑了四个垂直振动响应。考虑到驾驶员舒适度和乘客座椅上的频率加权加速度以及前轴和后轴上作为动态负载系数(DLC)的行驶安全/路面动态负载量的乘坐舒适性。轮胎包络模型用作轮胎-道路接触的代表。将该方法与纯轮胎-道路点接触和移动平均轮廓进行了比较。获得了1600个实际路段和三种不同速度的数据。结果表明,与根据ISO 8608标准基于恒定波纹度的道路分类相比,存在明显差异。

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