Fiber-reinforced Mechanism and Mechanical Performance of Composite Fibers Reinforced Concrete

被引:12
|
作者
Shen Junmin [1 ,2 ]
Zhang Yancong [2 ]
机构
[1] Tongji Univ, Minsit Educ, Key Lab Rd & Traff Engn, Shanghai 200092, Peoples R China
[2] Shanxi Transportat Res Inst, Taiyuan 030002, Peoples R China
基金
中国国家自然科学基金;
关键词
cement concrete; composite fibers; mechanical performance; fiber-reinforced mechanism; BOND BEHAVIOR; STEEL;
D O I
10.1007/s11595-020-2235-3
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
To understand the enhancing effect and fiber-reinforced mechanism of composite fibers reinforced cement concrete, the influences of composite fibers on micro-cracks and the distribution of composite fibers were evaluated by optical electron micrometer (OEM) and scanning electron microscope (SEM). Three kinds of fiber, such as polyacrylonitrile-based carbon fiber, basalt fiber, and glass fiber, were used in the composite fibers reinforced cement concrete. The composite fibers could form a stable structure in concrete after the liquid-phase coupling treatment, gas-liquid double-effect treatment, and inert atmosphere drying. The mechanical properties of composite fibers reinforced concrete (CFRC) were studied by universal test machine (UTM). Moreover, the effect of composite fibers on concrete was analyzed based on the toughness index and residual strength index. The results demonstrated that the composite fibers could improve the mechanical properties of concrete, while the excessive amount of composite fibers had an adverse effect on the mechanical properties of concrete. The composite fibers could significantly improve the toughness index of CFRC, and the increment rate is more than 30%. The composite fibers could form a mesh structure, which could promote the stability of concrete and guarantee the excellent mechanical properties.
引用
收藏
页码:121 / 130
页数:10
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