Levesque William, Bégin-Drolet André, Lépine Julien
Department of Mechanical Engineering, Laval University, Québec, QC G1V 0A6, Canada.
Department of Operations and Decision Systems, Laval University, Québec, QC G1V 0A6, Canada.
Sensors (Basel). 2024 Nov 26;24(23):7556. doi: 10.3390/s24237556.
Road agency initiatives to reduce traffic-related greenhouse gas emissions are limited by the inability of current experimental methods to assess pavement impacts on vehicle energy consumption. This study addresses this by examining the rolling resistance of a semi-trailer suspension under highway conditions using a precise measurement system with embedded transducers. Data were collected over 174 km of highway, covering various pavement types under mild summer conditions. The analysis revealed notable differences in rolling resistance due to pavement characteristics, with more pronounced variations observed within pavement types than between them. For instance, geographically consecutive jointed rigid pavements showed a 34% variation in rolling resistance, likely correlated with harmonic excitations generated by slab presence, while flexible pavements exhibited up to a 21% variation under similar tire operating conditions. Composite pavements generally performed the worst, possibly due to interactions between bituminous materials and older cement-based foundations. The study also highlighted the critical role of tire operating conditions, showing a decrease of 0.09 kg/tonne in rolling resistance for every 1 °C increase in temperature. This research shows that precisely measuring the rolling resistance (±0.1 kg/tonne) in situ for heavy vehicles is feasible and underscores the need for additional data in diverse weather scenarios to better align laboratory results with on-road realities.
道路机构减少与交通相关的温室气体排放的举措受到当前实验方法的限制,这些方法无法评估路面状况对车辆能源消耗的影响。本研究通过使用带有嵌入式传感器的精确测量系统,在公路条件下检测半挂车悬架的滚动阻力来解决这一问题。数据收集自174公里的公路,涵盖了夏季温和条件下的各种路面类型。分析表明,由于路面特性,滚动阻力存在显著差异,在路面类型内部观察到的变化比在不同路面类型之间更为明显。例如,地理位置上连续的接缝式刚性路面的滚动阻力变化了34%,这可能与路面板的存在产生的谐波激励有关,而在类似的轮胎运行条件下,柔性路面的滚动阻力变化高达21%。复合路面通常表现最差,这可能是由于沥青材料与旧的水泥基基础之间的相互作用。该研究还强调了轮胎运行条件的关键作用,表明温度每升高1°C,滚动阻力会降低0.09千克/吨。这项研究表明,对重型车辆现场精确测量滚动阻力(±0.1千克/吨)是可行的,并强调需要在不同天气情况下获取更多数据,以便更好地使实验室结果与实际道路情况相符。