Improvement of Flexural and Tensile Strength of Layered-Casting UHPC with Aligned Steel Fibers
Abstract
In order to further improve flexural and tensile strength as well as ductility of ultra-high performance concrete (UHPC), this research developed an improved device for casting layered UHPC with better alignment of the fiber. The effect of fiber content (2% or 3%) and fiber type (straight fiber, end hooked fiber and combining the two fibers) on the flexural strength was first discussed. The optimal fiber content and fiber type were used to study the effect of fiber alignment on the mechanical performance of UHPC under flexural and direct tension loading. Through image analysis, the specific influence of fiber aligning on fiber orientation and dispersion in UHPC was analyzed in detail. The results showed that the vibration effect of the improved device significantly improved the slurry fluidity, and the movable mold provided additional drag force during the casting process to ensure the effectiveness of fiber aligning. Fiber aligning not only improved the ultimate tensile and flexural strength of UHPC, but also significantly improved the cracking strength and ductility of UHPC due to the orientation of fibers parallel to the casting direction after fiber aligning. However, the UHPC after fiber aligning showed anisotropy, and had a higher probability to develop diagonal cracks under tension. In addition, fiber aligning made the overall fiber dispersion uniform, while it led to the uneven fiber distribution at the interlayer boundary and the weak areas formed there.
Recommended Citation
Y. Zhang et al., "Improvement of Flexural and Tensile Strength of Layered-Casting UHPC with Aligned Steel Fibers," Construction and Building Materials, vol. 251, Elsevier Ltd, Aug 2020.
The definitive version is available at https://doi.org/10.1016/j.conbuildmat.2020.118893
Department(s)
Materials Science and Engineering
Keywords and Phrases
Fiber Alignment; Fiber Distribution; Fiber Orientation Factor; Image Analysis; Ultra-High Performance Concrete (UHPC)
International Standard Serial Number (ISSN)
0950-0618
Document Type
Article - Journal
Document Version
Citation
File Type
text
Language(s)
English
Rights
© 2020 Elsevier Ltd, All rights reserved.
Publication Date
01 Aug 2020
Comments
This research is sponsored by the National Natural Science Foundation of China (Grant Nos. 51578226 , 51778221), Major Research Project of Industrial Technology of Guangzhou (Grant No. 201902010019) and Research Project of Beijing Municipal Bridge Maintenance Management Group Co. Ltd (Grant No. 2018-04).