混杂纤维高性能导电混凝土裂缝监测的试验研究

韩知伯; 丁一宁

doi:10.13204/j.gyjz201211022

混杂纤维高性能导电混凝土裂缝监测的试验研究

doi: 10.13204/j.gyjz201211022

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 116023

基金项目:

国家自然科学基金资助项目(51078058)

详细信息

作者简介:
韩知伯,男,1988年出生,硕士研究生。E－mail:hanzhibo8878@163.com

中图分类号: TU528.572
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- 文章访问数: 137
- HTML全文浏览量: 5
- PDF下载量: 74
- 被引次数: 0
出版历程
- 修回日期: 2012-08-20
- 刊出日期: 2012-11-20

EXPERIMENTAL STUDY ON CRACK MONITORING OF HYBRID FIBERS HIGH PERFORMANCE CONCRETE

1.
State Key Laboratory of Coastal and Offshore Engineering,Dalian University of Technology,Dalian 116023,China

摘要

摘要: 为了研究高流态高性能混凝土开裂后其导电性与开裂电阻之间的关系,以碳纤维和钢纤维作为复相导电材料与结构材料加入混凝土中用以改善其导电性能、韧性与抗裂性。通过试验分析,建立了混凝土梁在受弯荷载作用下电阻变化率与裂缝宽度的关系。研究表明:开裂后,混凝土电阻变化率与裂缝宽度呈线性关系。
- 混杂纤维 /
- 导电混凝土 /
- 电阻变化率 /
- 裂缝宽度
Abstract: In order to study the damage after concrete cracking,the influence of the combined use of steel fiber and carbon fiber on the conductivity and crack resistance of concrete beam under flexural loading were investigated．Carbon fiber and steel fiber were added as diphasic conductive materials to produce the electric conductive and ductile concrete.It was reported the experimental and analytical work associated with establishing the crack width in relation to the fractional change in resistance of electric conductive concrete．After cracking,the electrical resistance change was found to correlate linearly with the crack width on the tension side of concrete beam．
- hybrid fibers /
- conductive concrete /
- fractional change in resistance /
- crack width

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参考文献(14)

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