期刊文献+

导电沥青混凝土的机敏特性 被引量:2

Smart characteristics of conductive asphalt concrete
下载PDF
导出
摘要 采用间接拉伸疲劳试验对圆柱体试件的机敏特性进行探讨;通过受拉时的疲劳特性与电性能的对应关系,由电学性能逆推疲劳寿命,实现健康状况自诊断。研究结果表明:导电沥青混凝土能够有效地对其自身在加载过程中产生的应变进行诊断,输出电阻随着应变的增加而可逆地增加,随着应变的减小而可逆地减小;导电沥青混凝土受压后,先后经历追密、稳定和破坏3个阶段,其输出电阻率也会发生相应变化,电阻率和内部结构之间存在一定响应关系;电阻率的变化与其内部的载流子浓度成反比,可据单位体积内载流子浓度的变化进行自诊断。 The smart behavior of cylinder specimen was studied using indirect tensile test.By the relationship among tension,fatigue and electrical properties,the electrical properties reverse fatigue life was deduced,and health status of self-monitoring was realized.The results show that conductive asphalt concrete is effective for strain monitoring.The electrical resistance increases reversibly with the increase of tensile strain,decreases reversibly with the decrease of tensile strain.The resistance change can be divided into three phases through fatigue process.It has response relation between resistivity and interior structure.The change of resistivity is inversely proportional to unit volume carrier concentration.The mechanism of self-monitoring is caused by the change of the number of electronic carriers.
出处 《中南大学学报(自然科学版)》 EI CAS CSCD 北大核心 2009年第5期1465-1470,共6页 Journal of Central South University:Science and Technology
基金 湖北省杰出青年基金资助项目(2004ABB019) 教育部新世纪优秀人才支持计划项目(NCET-05-0665)
关键词 沥青混凝土 自诊断 间接拉伸 电阻率 asphalt concrete self-monitoring indirect tensile test resistivity
  • 相关文献

参考文献13

  • 1吴少鹏,磨炼同,水中和.石墨改性沥青混凝土的导电机制[J].自然科学进展,2005,15(4):446-452. 被引量:16
  • 2LIU Xiao-ming, WU Shao-peng, LI Ning. Properties evaluation of asphalt-based composites with graphite and mine powder[J]. Construction & Building Materials, 2008, 22(3): 121-126.
  • 3WU Shao-peng, MO Liarl-tong, SHUI Zhong-he, et al. Investigation of the conductivity of asphalt concrete containing conductive fillers[J]. Carbon, 2005, 43(7): 1358-1363.
  • 4Chung D D L. Self-monitoring structural materials[J]. Materials Science and Engineering, 1998, 22: 57-78.
  • 5吴少鹏,刘小明,磨炼同,从培良,杨朋.自诊断沥青混凝土及其应用前景[J].华中科技大学学报(城市科学版),2005,22(3):1-4. 被引量:11
  • 6聂忆华,张起森.高等级公路沥青路面剪应力分析与应用[J].中南大学学报(自然科学版),2007,38(6):1232-1238. 被引量:21
  • 7Wen S H, Chung D D L. Pitch-matrix composites for electrical,electromagnetic and strain-sensing applications[J]. Journal of Materials Science, 2005, 40: 3897-3903.
  • 8LIU Xiao-ming, WU Shao-peng, LINing, et al. Study on asphalt concrete containing graphite and carbon fiber for self-monitoring of strain using indirect tensile test[C]//Li A, Sih G C, Nied H F. Proceedings of International Conference on Health Monitoring of Structure, Materials and Environment. 2007:1193-1198.
  • 9WU Shao-peng, MO Lian-tong, SHUI Zhong-he. Piezoresistivity of graphite modifiedasphalt-based composites[J]. Key Engineering Materials, 2003, 249: 391-395.
  • 10WU Shao-peng, LIU Xiao-ming, YE Qun-shan, et al. Self-monitoring electrically conductive asphalt-based composite containing carbon fillers[J]. Trans Nonferrous Met Soc China, 2006, 16(S): s512-s516.

二级参考文献44

共引文献68

同被引文献41

引证文献2

二级引证文献10

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