Study on the Influence of Mix Proportion on the Mechanical Properties of Reactive Powder Concrete
- DOI
- 10.2991/978-94-6463-312-2_24How to use a DOI?
- Keywords
- Reactive Powder Concrete; Mix proportion; Mechanical Properties
- Abstract
Reactive Powder Concrete (RPC), as a cement-based composite material with high strength, good ductility, excellent durability, and favorable volumetric stability, exhibits promising applications in modern engineering construction. Investigating the influence of concrete mix proportions on the mechanical properties of RPC is crucial for enhancing its overall performance. This study investigates the influence of individual factors, including water-cement ratio, silica fume content, sand-cement ratio, and volume fraction of steel fibers, through single-factor experiments on the mechanical properties of RPC. The results demonstrate that reducing the water-cement ratio, controlling the amount of silica fume and sand-cement ratio, and increasing the volume of steel fibers all contribute to the improved flexural and compressive strength of RPC specimens.
- Copyright
- © 2023 The Author(s)
- Open Access
- Open Access This chapter is licensed under the terms of the Creative Commons Attribution-NonCommercial 4.0 International License (http://creativecommons.org/licenses/by-nc/4.0/), which permits any noncommercial use, sharing, adaptation, distribution and reproduction in any medium or format, as long as you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons license and indicate if changes were made.
Cite this article
TY - CONF AU - Yabin Wang AU - Xin-e Yan PY - 2023 DA - 2023/12/07 TI - Study on the Influence of Mix Proportion on the Mechanical Properties of Reactive Powder Concrete BT - Proceedings of the 2023 5th International Conference on Structural Seismic and Civil Engineering Research (ICSSCER 2023) PB - Atlantis Press SP - 234 EP - 243 SN - 2589-4943 UR - https://doi.org/10.2991/978-94-6463-312-2_24 DO - 10.2991/978-94-6463-312-2_24 ID - Wang2023 ER -