期刊文献+

混凝土电导率与应变关系的实验研究 被引量:7

Experimental Investigation on Relation Between Electrical Conductivity and Strain of Concrete
下载PDF
导出
摘要 采用直流电路法,对石墨混凝土试件在单次及反复荷载作用全过程中的导电及受力性能进行了测定·结果表明:用直流电路测量混凝土的电导率简单稳定;测出的电导率 应变关系和应力 应变关系具有明显的对应性,电导率变化与应力变化几乎同步,应力变化幅度较小时电导率变化幅度也较小,但电导率峰值出现在应力峰值附近,有53%出现在应力峰值之前,27%同时出现,20%在后;电导率 应变全过程曲线离散性较小,各曲线上升段的倾角范围在74 1°~86 6°之间·电导率的变化可以本征地反映混凝土的损伤· Electrically conductible concrete formed by adding graphite into common concrete possesses good mechanical and electrical properties of which the specimens were tested for their conductivity and mechanical properties by direct-current measurement in the whole process under the actions of single and cyclic loading. The results showed that the conductivity measured by DC is easy to do and stable, by which the stress-strain and conductivity-strain relationships are obviously correspondent with each other and the changes in conductivity and stress are almost synchronous, i.e., the conductivity changes a little when stress does. Furthermore, the peak values of conductivity occur near those of stress: 53% before those of stress, 27% at the same time and 20% after them. The curves of the process of conductivity-strain relationships show small discretization, with the slope of curves' ascending portion in a range from 74.1° to 86.6°. The change of conductivity can represent how the concrete has been damaged intrinsically.
出处 《东北大学学报(自然科学版)》 EI CAS CSCD 北大核心 2005年第1期88-91,共4页 Journal of Northeastern University(Natural Science)
基金 国家自然科学基金资助项目(50174013)
关键词 混凝土 电导率 应变 损伤 全过程 石墨 concrete electrical conductivity strain damage whole process graphite
  • 相关文献

参考文献12

  • 1江冰,李兴丹,吴代华.Smart结构及其应用[J].力学进展,1994,24(3):353-361. 被引量:27
  • 2Chung D D L. Cement-matrix composites for thermal engineering[J]. Applied Thermal Engineering, 2001,21(16):1607-1619.
  • 3程家骐.机敏结构与材料简介[J].物理,1995,24(5):280-284. 被引量:5
  • 4Ohama Y. Polymer based admixture[J]. Cement and Concrete Composite, 1998,20(2-3):189-212.
  • 5Muto N, Arai Y, Shin S G, et al. Hybrid composites with self-diagnosing function for preventing fatal fracture[J]. Composites Science and Technology, 2001,61(6):875-883.
  • 6Shi H W, Chung D D L. Seeback effect in carbon fiber-reinforced cement[J]. Cement and Concrete Research, 1999,29(12):1989-1993.
  • 7Li J F, Ai H, Vieland D. Anomalous electromechanical behavior of Portland cement: Electro-osmotically-induced shape change[J]. Journal of American Ceramic Society, 1995,78(2):416-420.
  • 8Shi H W, Chung D D L. Carbon fiber reinforced cement as a thermistor[J]. Cement and Concrete Research, 1999,29(6):961-965.
  • 9Xu Y S, Chung D D L. Cement of high specific heat and high thermal conductivity, obtained by using silane and silica fume as admixtures[J]. Cement and Concrete Research, 2000,30(7):1175-1178.
  • 10Sun M Q, Li Z Q, Mao Q Z, et al. Study on the hole conduction phenomena in carbon fiber reinforced concrete[J]. Cement and Concrete Research, 1998,28(4):549-553.

二级参考文献3

共引文献58

同被引文献55

引证文献7

二级引证文献15

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