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超短钢纤维高强混凝土静力与动力抗压特性对比试验及分析

严少华钱七虎姜锡全

解放军理工大学结构爆炸实验研究中心中国科学技术大学

Abstract: Compressive experiments under quasi static and dynamic conditions were performed for high-strength steel fiber reinforced concrete,whose fiber volume fraction is 0%,3%and 6%,to obtain the full stress-strain curves.The smooth and straight fiber is and 9 mm in length and 0.45 mm in diameter.The mechanical property of SFRC varied with the fiber volume fraction and conditions of loading were also analyzed in this paper. 
Keywords：

Super-short steel fiber; High-strength concrete; Compressive strength;

Conference Time：

2007-10

  • Series：

    (C) Architecture/ Energy/ Traffic/ Electromechanics, etc

  • Subject：

    Architecture and Engineering

  • Classification Code：

    TU528.572

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