Effect of materials proportion on rheology and mechanical strength and microstructure of ultra-high performance concrete (UHPC)

被引:60
|
作者
Sadrmomtazi, Ali [1 ]
Tajasosi, Sama [1 ]
Tahmouresi, Behzad [1 ]
机构
[1] Univ Guilan, Tech Fac, Civil Engn Dept, Khalij E Fars Highway, Rasht 4199613776, Iran
关键词
Ultra-high performance concrete; Rheology; Mechanical properties; Microstructure; Squeeze flow; FIBER-REINFORCED-CONCRETE; VOLUME MINERAL ADMIXTURES; SQUEEZE-FLOW; SILICA FUME; RENDERING MORTARS; CEMENT PASTE; FRESH MORTAR; HYDRATION; BINDER; DURABILITY;
D O I
10.1016/j.conbuildmat.2018.08.070
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The present study investigates the effects of constituent materials proportions on mechanical strength and microstructure of UHPC and also attempts to evaluate the rheological properties of UHPC using a squeezing flow test. In this regard, the effects of silica fume replacement value (15%, 20%, 25%), superplasticizer content (1%, 1.2%, 1.4%) and three w/b ratios (0.18, 0.20, 0.22) on fresh properties (setting time, squeeze flow), mechanical strength (compressive or flexural strengths) and microstructure of UHPC were evaluated. The results showed that with the increase of w/b ratios, the compressive strength was reduced up to 11.5%, while high superplasticizer dosage improved it up to 10%. Furthermore, the SEM micrographs showed the very dense cement matrix of UHPC and strong interfacial transition zone without any observable roughness or crack. The squeezing flow test showed that the pastes have three basic characteristics: low plastic deformation, low flowability (high viscosity) and high sensitivity to the squeezing flow rate and the materials proportions. Some rheological parameters, including elongational strain rate, elongational viscosity, yield stress and flow energy, were also determined. (C) 2018 Published by Elsevier Ltd.
引用
收藏
页码:1103 / 1112
页数:10
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