EXPERIMENTAL INVESTIGATION OF UNIAXIAL COMPRESSIVE CHARACTERISTICS OF STEEL FIBER IMPROVED HIGH-STRENGTH CONCRETE

Liu Shuguang; Huang Chengkui; Wang Qingxiang; Zhao Guofan

doi:10.13204/j.gyjz200511023

Volume 35 Issue 11

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2005 > 35(11): 78-80

Liu Shuguang, Huang Chengkui, Wang Qingxiang, Zhao Guofan. EXPERIMENTAL INVESTIGATION OF UNIAXIAL COMPRESSIVE CHARACTERISTICS OF STEEL FIBER IMPROVED HIGH-STRENGTH CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(11): 78-80. doi: 10.13204/j.gyjz200511023

Citation:

Liu Shuguang, Huang Chengkui, Wang Qingxiang, Zhao Guofan. EXPERIMENTAL INVESTIGATION OF UNIAXIAL COMPRESSIVE CHARACTERISTICS OF STEEL FIBER IMPROVED HIGH-STRENGTH CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(11): 78-80. doi: 10.13204/j.gyjz200511023

Citation:

Liu Shuguang, Huang Chengkui, Wang Qingxiang, Zhao Guofan. EXPERIMENTAL INVESTIGATION OF UNIAXIAL COMPRESSIVE CHARACTERISTICS OF STEEL FIBER IMPROVED HIGH-STRENGTH CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(11): 78-80. doi: 10.13204/j.gyjz200511023

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EXPERIMENTAL INVESTIGATION OF UNIAXIAL COMPRESSIVE CHARACTERISTICS OF STEEL FIBER IMPROVED HIGH-STRENGTH CONCRETE

doi: 10.13204/j.gyjz200511023

1.
1. Inner Mongolia University of Technology Hohhot 010062;
2.
2. Dalian University of Technology Dalian 116023

Received Date: 2005-03-10
Publish Date: 2005-11-20

Abstract

Abstract

It is studied the complete stress-strain curves characteristics of steel fiber high-strength concrete.Resulting from the experiments, the complete stress-strain curve of high-strength concrete with the steel fiber comes to an appearent changes, especially at the steel fiber volume ratio(V_f) of 1.5% and 2.0%, the second peak value appears on the complete stress-strain curve, which cannot be drawn for the ordinary steel fiber concrete and high-strength concrete.At the same time, the values of the stress peak and peak strain and flexibility of high-strength concrete are influenced to the different extent by the variety of steel fiber volume ratio, so the steel fiber can improve efficiently the functions of high-strength concrete.
- steel fiber, high-strength concrete, uniaxial compression,

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References(7)

References

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陈肇元,朱金铨,吴佩刚.高强混凝土及其应用. 北京:清华大学出版社,1992

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[4] 高丹盈.钢纤维混凝土轴向应力-应变全曲线的试验研究.水利学报,1991(10)

[5] 张志辉,黄承逵,赵国藩.钢纤维混凝土轴向应力-应变全曲线.见:全国第三届纤维水泥制品与纤维混凝土学术论文集.武汉:1990

[6] 孙伟.钢纤维高强混凝土的力学特性与强化机理的研究.见:纤维混凝土的研究与应用.大连:大连理工大学出版社,1992

[7] 赵景海,徐鹏,樊承谋.钢纤维混凝土韧性及压缩韧性指标的研究.建筑结构学报,1991(8):44～50

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