Effects of waste liquid-crystal display glass powder and fiber geometry on the mechanical properties of ultra-high-performance concrete

被引:28
作者
Yoo, Doo-Yeol [1 ]
You, Ilhwan [2 ]
Zi, Goangseup [2 ,3 ]
机构
[1] Hanyang Univ, Dept Architectural Engn, 222 Wangsimni Ro, Seoul 04763, South Korea
[2] Korea Univ, Sch Civil Environm & Architectural Engn, 145 Anam Ro, Seoul 02841, South Korea
[3] China Univ Petr East China, Coll Pipeline & Civil Engn, 66 Changjiang West Rd, Qingdao 266580, Peoples R China
基金
新加坡国家研究基金会;
关键词
Ultra-high-performance concrete; Liquid crystal display glass powder; Steel fiber geometry; Twisting rate; Mechanical performance; TENSILE PERFORMANCE; UHP-FRC; CEMENT; STRENGTH; BEHAVIOR; PULLOUT; BEAMS; BOND;
D O I
10.1016/j.conbuildmat.2020.120938
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Mechanically more performance ultra-high-performance concrete (UHPC) was developed by incorporating waste liquid-crystal display (LCD) glass powder and modifying steel fiber geometry. For this purpose, 50% of inert silica flour was replaced by LCD glass powder, and five steel fiber types with various cross-sectional shapes (circular or triangular) and twisting rates were considered. Results suggest that the glass powder was effective in enhancing the tensile and flexural performance of UHPC with straight steel fibers due to the increased frictional shear resistance at the fiber/matrix interface. However, its effectiveness was diminished when the fibers were twisted. Better tensile and flexural performances were reported for the circular fibers than that reported for triangular fibers due to the minor matrix damage and higher pullout energy. Such performance and cracking behavior of the latter could also be improved by twisting the fibers through the torsional action. The single twisting of triangular fiber improved the performance of UHPC, and no further improvement was observed by increasing the number of twisting. Synthetically, the circular fiber or singly twisted triangular fiber was considered as the most appropriate reinforcing type of UHPC. (C) 2020 Elsevier Ltd. All rights reserved.
引用
收藏
页数:17
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