华南理工大学学报(自然科学版) ›› 2017, Vol. 45 ›› Issue (8): 132-138.doi: 10.3969/j.issn.1000-565X.2017.08.019

• 土木建筑工程 • 上一篇    下一篇

多相导电混凝土的受弯开裂自监测性能

丁一宁1 衡震1 韩知伯2   

  1. 1. 大连理工大学 海岸与近海工程国家重点实验室,辽宁 大连 116024; 2. 中广电广播电影电视设计研究院,北京 100045
  • 收稿日期:2016-09-27 修回日期:2016-11-18 出版日期:2017-08-25 发布日期:2017-07-02
  • 通信作者: 丁一宁 E-mail:ynding@hotmail.com
  • 作者简介:丁一宁(1962-),男,博士,教授,主要从事高性能纤维混凝土研究.
  • 基金资助:
    国家自然科学基金资助项目(51578109)

Self-Monitoring Performance of Cracking Development of Multiphase Conductive Concrete Subjected to Bending

DING Yi-ning1 HENG Zhen1 HAN Zhi-bo2   

  1. 1.State Key Laboratory of Coastal and Offshore Engineering,Dalian University of Technology,Dalian 116024,Liaoning,China; 2.Radio Film and Television Design and Research Institute,Beijing 100045,China
  • Received:2016-09-27 Revised:2016-11-18 Online:2017-08-25 Published:2017-07-02
  • About author:丁一宁(1962-),男,博士,教授,主要从事高性能纤维混凝土研究.
  • Supported by:
    Supported by the National Natural Science Foundation of China(51578109)

摘要:  将结构型钢纤维(SF)、碳纤维(CF)及纳米炭黑(NCB)作为多相导电材料加入混凝土中,研究了多相导电材料对混凝土开裂后的力学性能、导电性能及裂缝扩展自监测性
能的影响. 建立了混凝土梁的受拉区表面电阻变化率(FCR)与裂缝张开位移(COD)之间的关系. 结果表明:导电相材料的加入能够显著提高抗弯强度与弯曲韧性;多相导电材料对弯曲性能及裂缝扩展的自监测性能具有正混杂效应;电阻变化率与裂缝张开位移呈线性关系.

关键词: 纤维;纳米炭黑, 混凝土开裂, 自监测, 电阻变化率, 裂缝张开位移

Abstract: By adding the macro steel fiber (SF),the carbon fiber (CF) and the nano-carbon black (NCB) into the concrete as the multiphase conductive materials,the influences of the SF,the CF and the NCB on the mechani- cal properties and conductivity of the cracked concrete as well as on the self-monitoring performance of the crack development are investigated.Then,a relationship between the fractional change of the surface resistance (FCR) and the crack opening displacement (COD) of the conductive concrete beams is established.The results show that (1) the addition of the conductive materials can greatly enhance the flexural strength and toughness of the con- crete; (2) the hybrid use of the NCB,the CF and the SF shows a clear positive hybrid effect on the flexural beha- vior and the self-monitoring performance of the crack development; and (3) there is a linear relationship between the FCRand the COD.

Key words: fibers, nano-carbon black, concrete cracking, self-monitoring, fractional change in resistance, crack opening displacement