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Effect of Accelerators on the Workability,Strength, and Microstructure of Ultra-High-Performance Concrete
Authors:Yonghua Su  Biao Luo  Zhengdong Luo  He Huang  Jianbao Li  Dehui Wang
Affiliation:1.College of Civil Engineering, Hunan University, Changsha 410082, China;2.College of Civil Engineering and Mechanics, Xiangtan University, Xiangtan 411105, China;3.Yueyang City Roads and Bridge Construction Corporation, Yueyang 414002, China; (H.H.); (J.L.);4.College of Civil Engineering, Fuzhou University, Fuzhou 350116, China;
Abstract:The preparation of ultra-high-performance concrete (UHPC) with both high-early-strength and good workability contributes to further promotion of its development and application. This study investigated the effects of different accelerators (SM, alkaline powder accelerator; SF, alkaline powder accelerator containing fluorine; and AF, alkali-free liquid accelerator containing fluorine) on the workability and strength properties of UHPC. The microstructure of UHPC was also characterized by using XRD and SEM. Several dosage levels of accelerators (2%, 4%, 6%, and 8% by mass) were selected. The results indicate that the setting time and fluidity of UHPC are gradually decreased with an increase in accelerators dosage. Compared with fluorine-containing SF/AF, fluorine-free SM evidently facilitates UHPC early strength gain speed. However, the fluorine-containing accelerators have a higher 28 d strength ratio, especially AF. The maximum compressive and flexural strength ratios are obtained at a dosage of 6%, which are 95.5% and 98.3%, respectively. XRD and SEM tests further reveal the effect of different accelerators on the macroscopic properties of UHPC from the micro level.
Keywords:ultra-high-performance concrete   accelerators   workability   strength   microstructure   hydration products
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