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Volume 35 Issue 11
Dec.  2014
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Article Contents
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

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

doi: 10.13204/j.gyjz200511023
  • Received Date: 2005-03-10
  • Publish Date: 2005-11-20
  • 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.
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