EXPERIMENTAL STUDY ON CRACK MONITORING OF HYBRID FIBERS HIGH PERFORMANCE CONCRETE

Han Zhibo; Ding Yining

doi:10.13204/j.gyjz201211022

Volume 42 Issue 11

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2012 > 42(11): 102-105

Xu Haofeng, Zhu Xiangrong, . APPLICATION OF GREY MODEL MGM(1,n) TO DEFORMATION MONITORING OF DEEP EXCAVATION[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(11): 83-86. doi: 10.13204/j.gyjz200611020

Citation:

Han Zhibo, Ding Yining. EXPERIMENTAL STUDY ON CRACK MONITORING OF HYBRID FIBERS HIGH PERFORMANCE CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(11): 102-105. doi: 10.13204/j.gyjz201211022

Xu Haofeng, Zhu Xiangrong, . APPLICATION OF GREY MODEL MGM(1,n) TO DEFORMATION MONITORING OF DEEP EXCAVATION[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(11): 83-86. doi: 10.13204/j.gyjz200611020

Citation:

Han Zhibo, Ding Yining. EXPERIMENTAL STUDY ON CRACK MONITORING OF HYBRID FIBERS HIGH PERFORMANCE CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(11): 102-105. doi: 10.13204/j.gyjz201211022

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EXPERIMENTAL STUDY ON CRACK MONITORING OF HYBRID FIBERS HIGH PERFORMANCE CONCRETE

doi: 10.13204/j.gyjz201211022

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

Rev Recd Date: 2012-08-20
Publish Date: 2012-11-20

Abstract

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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References(14)

References

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