Affiliation:
1. Faculty of Civil Engineering and Geodesy, Military University of Technology, 2 gen. Sylwestra Kaliskiego, 00-908 Warsaw, Poland
Abstract
The purpose of this study was to evaluate the appropriateness of polypropylene fibres (PP) to decrease the brittleness of high-performance self-compacting concrete (HPSCC). The influence of PP fibre content on the fresh and mechanical assets of PP-fibre-reinforced HPSCC was investigated. PP fibres were applied with 0, 0.025, 0.05, 0.075, 0.125, 0.25% contents to the HPC blends with high cement replacement by ground granulated blast furnace slag (GGBS). The impact of PP fibre fraction on fresh properties of HPSCC, counting passing capability as well as filling parameters is discussed. In addition, the mechanical properties, i.e., compressive, splitting tensile, and flexural strengths, were evaluated after 7 and 28 days of specimens’ maturation in water. The higher content of PP fibres gradually reduced the HPSCC workability and improved the mechanical properties. The high performance of fresh and hardened ecological HPSCCs containing 46% GGBS instead of cement with 0.025–0.25% PP fibre content proves the great potential of using these composites in various applications in the construction industry. The advantages of the potential recycling of GGBS include, among others, the reduced use of cement in a durable material, reduced amount of waste in landfill and lower emission levels of greenhouse gases.
Subject
Fluid Flow and Transfer Processes,Computer Science Applications,Process Chemistry and Technology,General Engineering,Instrumentation,General Materials Science
Reference56 articles.
1. Compressive strength and stability of sustainable self-consolidating concrete containing fly ash, silica fume, and GGBS;Mohamed;Front. Struct. Civ. Eng.,2017
2. Properties of self-consolidating concrete made with high volumes of supplementary cementitious materials;Syed;J. Mater. Civ. Eng.,2013
3. Kodur, V.K.R. (2002). Spalling in high strength concrete exposed to fire: Concerns, causes, critical parameters and cures. Adv. Technol. Struct. Eng., 1–9.
4. The effect of hybrid fibers and expansive agent on the shrinkage and permeability of high-performance concrete;Sun;Cem. Concr. Res.,2001
5. Hydration, reinforcing mechanism, and macro performance of multi-layer graphene-modified cement composites;Cui;J. Build. Eng.,2022
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