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低掺量石墨水泥基材料的压敏特性

甘伟民 黄新 陈鹏飞

甘伟民, 黄新, 陈鹏飞等 . 低掺量石墨水泥基材料的压敏特性[J]. 北京航空航天大学学报, 2011, 37(5): 556-559,578.
引用本文: 甘伟民, 黄新, 陈鹏飞等 . 低掺量石墨水泥基材料的压敏特性[J]. 北京航空航天大学学报, 2011, 37(5): 556-559,578.
Gan Weimin, Huang Xin, Chen Pengfeiet al. Piezoresistivity of cement based material with small amount of graphite[J]. Journal of Beijing University of Aeronautics and Astronautics, 2011, 37(5): 556-559,578. (in Chinese)
Citation: Gan Weimin, Huang Xin, Chen Pengfeiet al. Piezoresistivity of cement based material with small amount of graphite[J]. Journal of Beijing University of Aeronautics and Astronautics, 2011, 37(5): 556-559,578. (in Chinese)

低掺量石墨水泥基材料的压敏特性

详细信息
    作者简介:

    甘伟民 (1980-),男,北京人,博士生,gan.wm@huamao.cc.

  • 中图分类号: TU 525.9

Piezoresistivity of cement based material with small amount of graphite

  • 摘要: 通过减水剂将少量石墨加入水泥基材料中制成石墨水泥基材料试样,采用交流分压电路测量其电阻率,研究其在一次性加载破坏试验中的压敏特性.试验结果表明,低掺量石墨粉作为导电组份加入水泥基材料后会导致其强度降低,但可以使水泥基材料具有一定程度的压敏特性.随着石墨掺量的增加,各组试样电阻率的离散性变小,材料的压敏特性提高,在加载过程电阻率的波动变小.在本试验的测量方法下得到的石墨水泥基材料的压敏特性曲线与混凝土材料的应力应变曲线有相关性,试样的电阻率随着应力的增大而产生变化的过程大体可分为3个阶段,即波动阶段、稳定下降阶段和急剧下降阶段,分别对应混凝土材料应力应变关系的弹性变化、非弹性变化和应变迅速增大阶段.

     

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出版历程
  • 收稿日期:  2010-10-20
  • 网络出版日期:  2011-05-30

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