Optimized Fresh and Hardened Properties of Strain-Hardening Cementitious Composites: Effect of Sand Size and Workability

被引:16
作者
Khan, M. Iqbal [1 ,2 ]
Fares, Galal [2 ]
Mourad, Shehab [1 ]
Abbass, Wasim [2 ]
机构
[1] King Saud Univ, Coll Engn, Dept Civil Engn, Struct Engn, POB 800, Riyadh 11421, Saudi Arabia
[2] King Saud Univ, Coll Engn, Ctr Excellence Concrete Res & Testing, POB 800, Riyadh 11421, Saudi Arabia
关键词
Strain-hardening cement-based composites; Optimized strain-hardening cementitious composites (SHCC) mix; Workability; Sustainability; Natural sands; Scanning electron microscope (SEM) analyses; AGGREGATE; DUCTILITY; DESIGN; SHCC;
D O I
10.1061/(ASCE)MT.1943-5533.0001665
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The feasibility of the preparation of strain-hardening cementitious composites (SHCC) relies to a great extent on the properties of one of its main constituents, quartz sand. The particle size distribution (PSD) of such sand should satisfy certain criteria specifically for SHCC to deliver quasi-static responses under tensile stress. The successful use of naturally available sand helps preparation of a cost-effective SHCC. The aim of the current paper was to evaluate the potential use of white quartz sand that is naturally available in the Arabian Gulf with different PSDs to produce different mixtures of SHCC. These mixtures were prepared with different ranges of workability to obtain optimized fresh and hardened properties with improved strain-hardening response. The effect of workability on the compressive, flexural and tensile properties has shown that there is an optimal workability range among the defined ranges that provided improved strain-hardening responses under tensile stress. The mode of cracking propagation and fiber failure in tested SHCC mixtures was investigated using stereo-optical microscopy and SEM analyses to reveal different failure mechanisms of the mixtures.
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页数:13
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