期刊文献+

基于能量等价损耗原理的路面抗滑性能预测 被引量:6

Prediction of Skid Resistance Based on Energy-damage Equivalency Criterion
下载PDF
导出
摘要 目前对路面抗滑性能预测多采用经验回归的方式,摩擦力学与路面磨耗之间的力学关系尚未明确,导致路面抗滑性能预测模型的推广应用存在一定的局限性.文中基于能量等价损耗的概念,通过单一轮胎对路面损伤程度的实测,运用能量等价损耗原理可以推算出不同类型的车辆对路面的损耗程度的量化指标. The pridiction of skid resistance has a important practical significance. However, as most of the methods for skid resistance prediction using empirical models,which lead to the limitation for the application of this models, and the relationship between friction mechanics and mechanical wear of pavement is still indeterminate. In this paper an energy-based damage equivalency criterion is proposed. Through evaluating a criterion by which damage induced by one vehicle type can be compared with that caused by another one. In order to evaluate the polishing action exerted by different types of vehicle.
出处 《武汉理工大学学报(交通科学与工程版)》 2012年第3期532-536,共5页 Journal of Wuhan University of Technology(Transportation Science & Engineering)
关键词 路面 抗滑性能预测 能量等价损耗 退化模型 pavement prediction of skid resistance energy-based damage equivalency criterion deteri-oration model
  • 相关文献

参考文献6

  • 1D' Apuzzo M, Nicolosi V. Prediting skid-resistance progression through mathematical model [C]//4th International Siiv Congress, Italy, Palermo: 2007 : 12- 14.
  • 2Montepara A, Santagata E, Tosi G. Photochemical degradation of pure bitumen by U. V. radiation [C]//Proceedings of the Eurasphalt & Eurobitume Congress, France Strasbourg : 1996.
  • 3Lupker H,Montanaro F,Donadio D,et al. Truck tyre wear assessment and prediction[C]//Proceedings of the 7th International Symposium on Heavy Vehicle Weights & Dimensions, Netherlands, Delft :2008.
  • 4雷超旭.路面表面功能加速加载系统研究[D].广州:华南理工大学土木与交通学院,2009.
  • 5孙洪利.沥青路面抗滑性能衰减特性研究[J].公路,2011,56(7):73-78. 被引量:41
  • 6吴敏,王端宜,雷超旭.沥青路面性能预测模型研究[J].广东公路交通,2009,35(1):5-9. 被引量:17

二级参考文献6

共引文献55

同被引文献32

  • 1赵战利,张争奇,胡长顺.集料级配对沥青路面抗滑性能的影响[J].长安大学学报(自然科学版),2005,25(1):6-9. 被引量:75
  • 2刘清泉.路面表面特性研究方向探讨[J].公路交通科技,1994,11(2):1-5. 被引量:12
  • 3张肖宁,郭祖辛,吴旷怀.按体积法设计沥青混合料[J].哈尔滨建筑大学学报,1995,28(2):28-36. 被引量:88
  • 4李天祥.沥青路面抗滑性能衰减试验研究[D].西安:长安大学,2009.
  • 5FULOP I A,BOGARDI I,GULYAS A,et al.Use of Friction and Texture in Pavement Performance Modeling[J].Journal of Transportation Engineering,2000,126(3):243-248.
  • 6FLINTSCH G W,DE LEON E,MCGHEE K K,et al.Pavement Surface Macrotexture Measurement and Application[J].Transportation Research Record,2003(1860):168-177.
  • 7MEEGODA J N,GAO S,GEPHART N C.Prediction of Skid Resistance Using Pavement Texture Data Collected at High Speeds[C]//TRB.Proceedings of Transportation Research Board 89th Annual Meeting.Washington DC:TRB,2010:1-27.
  • 8E1960-07,Standard Practice for Calculating International Friction Index of a Pavement Surface[S].
  • 9WAMBOLD J C,ANTLE C E,HENRY J J,et al.International PIARC Experiment to Compare and Harmonize Texture and Skid Resistance Measurements[M].Paris:Permanent International Association of Road Congresses,1995.
  • 10KARGAH-OSTADI N,HOWARD A.Monitoring Pavement Surface Macro-texture and Friction,A Case Study[C]//TRB.Proceedings of Transportation Research Board 94th Annual Meeting.Washington DC:TRB,2010:1-14.

引证文献6

二级引证文献49

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部