Mechanical Performance of Low Shrinkage Engineered Cementitious Composite in Tension and Compression

被引:18
|
作者
Zhang, Jun [1 ]
Gong, Chengxu [1 ]
Guo, Zili [1 ]
Ju, Xianchun [1 ]
机构
[1] Tsinghua Univ, Dept Civil Engn, Key Lab Struct Engn & Vibrat, China Educ Minist, Beijing 100084, Peoples R China
基金
中国国家自然科学基金;
关键词
cement; fiber; composite; CONCRETE;
D O I
10.1177/0021998309345303
中图分类号
TB33 [复合材料];
学科分类号
摘要
An experimental study was carried out to assess the mechanical performance of engineered fiber-reinforced composites (ECC) with characteristic of low drying shrinkage. Research emphasis is placed on the influence of water to binder ratio (w/c) on tensile and compressive properties, such as stress-strain curves, strength, and strain values as well as elastic modulus. Four mixtures with w/c of 0.55, 0.45, 0.35, and 0.25 were designed in the experimental program. Experimental results show that composite with compressive strength ranging from 20 to 60 MPa can be obtained by varying w/c from 0.55 to 0.25, while retaining the tensile strain hardening and multiple cracking performances. A significant plasticity, like yielding of metal, is found under compressive load after peak stress, except for the similar behavior under tensile load.
引用
收藏
页码:2571 / 2585
页数:15
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