Investigation on mechanical properties and microstructure of high performance polypropylene fiber reinforced lightweight aggregate concrete

被引:155
作者
Li, Jing Jun [1 ,2 ]
Niu, Jian Gang [2 ]
Wan, Chao Jun [1 ]
Jin, Biao [1 ]
Yin, Ya Liu [1 ]
机构
[1] Chongqing Univ, Coll Mat Sci & Engn, Chongqing 400045, Peoples R China
[2] Inner Mongolia Univ Sci & Technol, Sch Architecture & Civil Engn, Baotou 014010, Peoples R China
关键词
High performance polypropylene fiber; Lightweight aggregate concrete; Mechanical property; Optimal fiber content; Microstructure; Interfacial transition zone; STEEL FIBER; FLEXURAL TOUGHNESS; WORKABILITY; RESISTANCE; BEHAVIOR; DAMAGE;
D O I
10.1016/j.conbuildmat.2016.04.116
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The purpose of this study is to investigate the effect of high performance polypropylene (HPP) fiber on the mechanical properties of lightweight aggregate concrete (LWC). The mechanical properties include the compressive strength, splitting tensile strength, flexural strength, flexural toughness and the impact resistance. Two types of interfacial transition zone (ITZ) at aggregates/cement paste and fibers/cement paste were investigated by using Scanning Electron Microscope (SEM). The experimental results showed that the addition of HPP fibers in LWC could significantly improve its mechanical properties. The flexural strength, splitting tensile strength, flexural toughness and impact resistance were enhanced while no obvious effect on compressive strength could be found. Adding proper amount of HPP fibers to LWC significantly improves its post-cracking behavior. Due to better bond property between aggregates and cement paste than that between fibers and cement paste, the aggregate-paste interface is not the weakest link in LWC. When the addition of HPP fibers is increased beyond 9 kg/m(3) (0.95% Vol.), the dispersion of fibers becomes very difficult. Based on various mechanical strengths, to enhance the mechanical properties of concrete, the optimal fiber content of 9 kg/m3 (0.95% Vol.) is recommended. (C) 2016 Elsevier Ltd. All rights reserved.
引用
收藏
页码:27 / 35
页数:9
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