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Self-compacting concrete (SCC) is an innovative building material that is distinguished by its ability to flow and fill forms without the need for mechanical vibration. The aim of this research was to determine the effect of different types of fibres-steel, glass, and polypropylene-on the properties of both the fresh mix (consistency, density, air content, and viscosity) and the hardened concrete (compressive strength, tensile strength in bending, density, water absorption, and frost resistance). Attention was also paid to CO emissions associated with cement production and the potential of their reduction by using alternative materials. The results of the conducted research demonstrate that, in terms of enhancing the mechanical properties of self-compacting concrete (SCC), the incorporation of glass fibres (GFs) leads to the most significant improvements in compressive and flexural strength-by 1.6% and 29.2%, respectively. Therefore, these fibres can be recommended for use in high-performance structural applications, such as precast elements, load-bearing components, and structures subjected to dynamic loading. Polypropylene fibres (PPFs), owing to their ability to reduce water absorption by 7.3%, may be suitable for elements exposed to high humidity and shrinkage risk, such as tunnels, fire-resistant barriers, or insulating layers. Steel fibres (SFs), in turn, have proven particularly effective in SCC used for industrial flooring and other elements exposed to cyclic dynamic loads.
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http://www.ncbi.nlm.nih.gov/pmc/articles/PMC12156000 | PMC |
http://dx.doi.org/10.3390/ma18112565 | DOI Listing |
Materials (Basel)
August 2025
Faculty of Civil Engineering and Geodesy, Military University of Technology, 2 Gen. Sylwestra Kaliskiego, 00908 Warsaw, Poland.
This study investigates the flexural performance, tensile splitting strength, and fracture behaviour of self-compacting concrete (SCC) reinforced with polypropylene (PP) and basalt (BF) fibres. A total of eleven SCC mixtures with varying fibre types and volume fractions (0.025-0.
View Article and Find Full Text PDFJ Environ Manage
August 2025
Department of Civil Engineering, VSSUT Burla, Sambalpur, Odisha, 768018, India. Electronic address:
The worldwide construction sector encounters substantial issues, notably the environmental repercussions of cement manufacturing and the increasing concern of waste generation. Cement manufacturing contributes heavily to CO emissions, while improper disposal of hazardous and toxic waste materials, such as rubber and e-waste, exacerbates environmental degradation. Addressing these issues, this study explores the development of a suitable ground granulated blast furnace slag (GGBFS)-based fiber-reinforced self-compacting geopolymer concrete (FRSCGC) employing waste rubber fibers (WRF) and e-waste fibers (EWF), as a viable, eco-friendly alternative to conventional concrete.
View Article and Find Full Text PDFMaterials (Basel)
August 2025
Bieton, Carrera 42#29-44, Itagüí, Medellín 055412, Colombia.
This study evaluates the rheological behavior and mechanical performance of Ultra-High-Performance Fiber-Reinforced Concrete (UHPFRC) mixes with varying superplasticizer dosages, aiming to optimize their use in pavement rehabilitation overlays on sloped surfaces. A reference self-compacting UHPFRC mix was modified by reducing the superplasticizer-to-binder ratio in incremental steps, and the resulting mixes were assessed through rheometry, mini-Slump, and Abrams cone tests. Key rheological parameters-static and dynamic yield stress, plastic viscosity, and thixotropy-were determined using the modified Bingham model.
View Article and Find Full Text PDFMaterials (Basel)
August 2025
School of Intelligent Construction and Civil Engineering, Zhongyuan University of Technology, Zhengzhou 450007, China.
In this study, steel fibers were used to improve the mechanical properties of high-strength self-compacting concrete (HSSCC), and its effect on the fracture mechanical properties was investigated by a three-point bending test with notched beams. Coupled with the digital image correlation (DIC) technique, the fracture process of steel-fiber-reinforced HSSCC was analyzed to elucidate the reinforcing and fracture-resisting mechanisms of steel fibers. The results indicate that the compressive strength and flexural strength of HSSCC cured for 28 days exhibited an initial decrease and then an enhancement as the volume fraction () of steel fibers increased, whereas the flexural-to-compressive ratio linearly increased.
View Article and Find Full Text PDFEnviron Sci Pollut Res Int
August 2025
Madanapalle Institute of Technology and Science, Madanapalle, 517325, Andhra Pradesh, India.
This study uses recycled concrete aggregate (RCA) available in Tripura, India, as a coarse aggregate for self-compacting concrete (SCC). The region suffers from the scarcity of normal stone aggregate (NSA) and using RCA decreases the demand-supply gap and promotes sustainability. The specimens were cast using different percentages of RCA (0, 25, 50, 75, and 100%) in replacement of NSA.
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