期刊文献+

基于流变学的沥青抗疲劳性能评价方法 被引量:17

Asphalt Fatigue Resistance Evaluation Method Based on the Rheology
下载PDF
导出
摘要 进行了8种沥青材料的动态剪切流变试验和'时间-扫描'试验以及对应的沥青混合料疲劳试验,研究适于评价沥青疲劳性能的试验方法和指标.分析表明,与动态剪切试验相比,'时间-扫描'试验适于沥青(不包括如橡胶沥青等采用较大粒径改性剂的改性沥青)疲劳性能的评价;并提出了将'简化耗散能'用于'时间-扫描'试验数据分析和沥青疲劳性能评价的指标。 Asphalt anti-fatigue performance evaluation method and index were studied,based on dynamic shear test and time-sweep test of 8 kinds of asphalt and fatigue test of mixture by these asphalt.Compared with dynamic shear test,time-sweep test is suitable for asphalt fatigue performance evaluation.But time-sweep test is not suitable for performance evaluation of modified asphalt which uses large particle size modifiers,such as asphalt rubber.Reduced dissipated energy ratio was recommended as the index to analyze data of time-sweep test and to evaluate asphalt fatigue resistance.
出处 《北京工业大学学报》 EI CAS CSCD 北大核心 2012年第10期1536-1542,共7页 Journal of Beijing University of Technology
基金 交通运输部西部交通科技资助项目(200831800099)
关键词 道路工程 沥青疲劳性能评价方法 时间-扫描试验 流变学 highway engineering asphalt fatigue resistance evaluation method time-sweeping test rheology
  • 相关文献

参考文献11

  • 1BAHIA H U, HANSON D I, ZENG M. Characterization of modified asphalt binders in superpave mix design [ R 1. Washington D C: Transportation Research Board, 2001: 49 -50.
  • 2张婧娜,朱希岭,张肖宁.沥青混合料疲劳损伤的研究[J].哈尔滨建筑大学学报,1997,30(5):106-112. 被引量:13
  • 3朱洪洲,黄晓明.一种新的沥青混合料疲劳性能评价方法[J].公路交通科技,2005,22(2):4-6. 被引量:19
  • 4SHEN Shi-hui, SAMUAL H C. Application of dissipitated energy concept in fatigue endurance limit testing [ R ]. Washington D C: Transportation Research Board, 2005.
  • 5GHUZLAN K A, CARPENTER S H. Energy-derived, damage-based failure criterion for fatigue testing [ C ]//79th Annual Meeting of the Transportation Research Board. Washington D C: Transportation Research Board, 2000: 141-149.
  • 6ROWE G M, BOELDIN M G. Improved techniques to evaluate the fatigue resistance of asphaltic mixture [ C ] JJ 2nd Euroasphalt and Eurobitume Congress. Barcelona, Spain: Norwegian Asphalt Contractors Association, 2000: 136-139.
  • 7PRONK A C. Evaluation of the dissipated energy concept for the interpretation of fatigue measurements in the crack initi-ation phase [ R ]. Deft, Netherlands: Road and Hydraulic Engineering Division, Public Works and Water Management of the Netherlands, 1995 : 96-100.
  • 8CARPENTER S H, JANSEN M. Fatigue behavior under aircraft loading conditions, aircraft/pavement technology [ C ]//Proceedings of Airfield Pavement Conference. New York: American Society of Civil Engineers, 1997: 259-277.
  • 9BAHIA H U, ZHAI H, KOSE S, et al. Non-linear viscoelastic and fatigue properties of asphalt binders [ J]. Journal of the Association of Asphalt Paving Technologists, 1999(68) : 1-34.
  • 10ZENG M, BAHIA H U, ZHAI H, et al. Rheological modeling of modified asphalt binders and mixtures [ J ]. Journal of the Association of Asphalt Paving Technologists, 2001(70): 85-90.

二级参考文献7

  • 1中华人民共和国交通部.公路工程沥青及沥青混合料试验规程(JTJ052-2000)[S].北京:人民交通出版社,2000..
  • 2中华人民共和国交通部.公路沥青路面设计规范(JTJ014—97)[S].北京:人民交通出版社,1997..
  • 3Lemaitre J Damage Modelling for Prediction of Plastic or Creep Fatiguefailure in Structures [R].SMIRT-5, 1979.
  • 4张婧娜,硕士学位论文,1996年
  • 5王绍怀,硕士学位论文,1994年
  • 6尹双增,断裂、损伤理论及应用,1991年
  • 7张肖宁,土木学会第41回年次学会

共引文献30

同被引文献123

引证文献17

二级引证文献96

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