Feasibility study of strain hardening magnesium oxychloride cement-based composites

被引:48
|
作者
Wei, Linzhuo [1 ]
Wang, Yichao [1 ]
Yu, Jiangtao [1 ,2 ]
Xiao, Jianzhuang [1 ,3 ]
Xu, Shilang [4 ]
机构
[1] Tongji Univ, Coll Civil Engn, Shanghai 200092, Peoples R China
[2] Shanghai Key Lab Engn Struct Safety, Shanghai 200032, Peoples R China
[3] Tongji Univ, State Key Lab Disaster Reduct Civil Engn, Shanghai 200092, Peoples R China
[4] Zhejiang Univ, Coll Civil Engn & Architecture, Hangzhou 310058, Zhejiang, Peoples R China
基金
中国国家自然科学基金;
关键词
Magnesium oxychloride cement; Ultra-high ductility; Engineered cementitious composites; Polyethylene fiber; Strain hardening; PERMEABILITY; PERFORMANCE; CONCRETE; CRACKING; PHASES;
D O I
10.1016/j.conbuildmat.2018.01.041
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Magnesium oxychloride cement (MOC) has been studied as an alternative to the ordinary Portland cement. Although MOC based concrete has good strength, early hardening and high bond strength, the applications have been limited due to its disadvantageous chemical nature to steel reinforcement and the natural brittleness. In order to extend this material to wider applications, MOC based engineered cementitious composites (MOC-ECC) was developed. The present paper introduces the fabrication of MOC-ECC with 4 different mixture proportions and a series of tests on the mechanical properties. The tests indicated that the MOC-ECCs have the tensile strain capacity ranging from 5% to 7%, and the tensile strength about 5 MPa. Furthermore, tight crack width control and exceeding compressive ductility were experimentally demonstrated. The addition of fly ash is proved of significant effect on the mechanical properties, including compressive strength, tensile strength, tensile strain capacity, matrix fracture toughness and fiber bridge capacity. The fracture toughness and fiber bridge capacity were used to explain the influence of fly ash to the tensile strain capacity of MOC-ECC in a mesoscopic scale. (C) 2018 Elsevier Ltd. All rights reserved.
引用
收藏
页码:750 / 760
页数:11
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