Self-compacting concrete strengthening efficiency investigation using recycled steel waste as fibres

Main Article Content

Ola Ahmed HUSSEIN
Aamer Najim ABBAS


Keywords : self-compacting concrete, waste steel fibre, compressive strength, recycling material, splitting tensile strength, adding recycled material
Abstract

Steel recycling saves energy and time, and is more environmentally friendly. It can help rid the environment of huge amounts of scrap vehicles and huge structures, as well as reducing the mining operations that destroy the natural environment. In this investigation, the steel scrap effect on the mechanical properties of concrete was investigated, in addition to investigating the variation in mechanical properties with increased concrete age. Three concrete mixes were studied: one without steel waste as a control, one with 1% steel waste by volume of concrete, and one with 1.5% steel waste by volume of concrete. The results show that adding waste steel to the concrete improved the compressive strength as well as the tensile strength, where a mixture which contains 1% of steel waste had an increase in strength of up to 12% and 23% by day 28 for compressive strength, and tensile strength sequentially in comparison to the reference mix. Furthermore, the results show that there was a significant increase in splitting tensile strength, at 29% on day 28 for a mix of 1.5% steel waste as compared to the reference concrete mix. The best improvement in compressive strength over time was obtained when using 1% steel waste. The best improvement in tensile strength over time was obtained when using 1.5% of steel waste. In both cases, the amount of the improvement was better than the models without steel waste, which gives us confidence in giving recommendations for conducting more in-depth studies to achieve the maximum advantage.

Article Details

How to Cite
HUSSEIN, O. A., & ABBAS, A. N. (2023). Self-compacting concrete strengthening efficiency investigation using recycled steel waste as fibres. Scientific Review Engineering and Environmental Sciences (SREES), 31(4), 249–258. https://doi.org/10.22630/srees.3901
References

Aghaee, K. & Yazdi, M. A. (2014). Waste steel wires modified structural lightweight concrete. Materials Research, 17 (4), 958–966. https://doi.org/10.1590/1516-1439.257413 (Crossref)

American Concrete Institution [ACI] (1984). Measurement of properties of fiber reinforced concrete (ACI 544.2R-89). Farmington Hills: American Concrete Institution.

American Concrete Institution [ACI] (1993). Guide for specifying, proportioning, mixing, placing, and finishing steel fiber reinforced concrete (ACI 544.3R-93). Farmington Hills: American Concrete Institution.

American Society for Testing and Materials [ASTM] (1986). Standard test method for splitting tensile strength of cylindrical concrete specimens. In Annual Book of ASTM Standards (ASTM C496-86). Philadelphia: American Society for Testing and Materials.

ASTM International [ASTM] (2012). Standard specification for chemical admixtures for concrete; chemical admixture; compressive strength; performance requirements; statistical analysis (ASTM C494). West Conshohocken: ASTM International.

ASTM International [ASTM] (2020a). Standard test methods for time of setting of hydraulic cement by Vicat needle (ASTM C191-19). West Conshohocken: ASTM International. Retrieved from: https://www.astm.org/Standards/C191

ASTM International [ASTM] (2020b). Standard test method for fineness of hydraulic cement by the 150-mm (No. 100) and 75-mm (No. 200) sieves (withdrawn 2002) (ASTM C184-94e1). West Conshohocken: ASTM International. Retrieved from: https://www.astm.org/Standards/C184

ASTM International [ASTM] (2020c). Standard test method for amount of water required for normal consistency of hydraulic cement paste (ASTM C187-16). West Conshohocken: ASTM International. Retrieved from: https://www.astm.org/Standards/C187

ASTM International [ASTM] (2020d). Standard test method for density of hydraulic cement (ASTM C188-17). West Conshohocken: ASTM International. Retrieved from: https://www.astm.org/Standards/C188

Ghannam, S., Najm, H. & Vasconez, R. (2016). Experimental study of concrete made with granite and iron powders as partial replacement of sand. Sustainable Materials and Technologies, 9, 1–9. https://doi.org/10.1016/j.susmat.2016.06.001 (Crossref)

Jang, S. J. & Yun, H. D. (2018). Combined effects of steel fiber and coarse aggregate size on the compressive and flexural toughness of high-strength concrete. Composite Structures, 185, 203–211. https://doi.org/10.1016/j.compstruct.2017.11.009 (Crossref)

Merli, R., Preziosi, M., Acampora, A., Lucchetti, M. C. & Petrucci, E. (2020). Recycled fibers in reinforced concrete: a systematic literature review. Journal of Cleaner Production, 248, 119207. https://doi.org/10.1016/j.jclepro.2019.119207 (Crossref)

Mohammadi, Y., Singh, S. P. & Kaushik, S. K. (2008). Properties of steel fibrous concrete containing mixed fibers in fresh and hardened states. Journal of Construction and Building Materials, 22 (5), 956–965. https://doi.org/10.1016/j.conbuildmat.2006.12.004 (Crossref)

Najaf, E., Abbasi, H. & Zahrai, S. M. (2022). Effect of waste glass powder, microsilica and polypropylene fibers on ductility, flexural and impact strengths of lightweight concrete. International Journal of Structural Integrity, 13 (1), 511–533. https://doi.org/10.1108/IJSI-03-2022-0039 (Crossref)

Orouji, M., Zahrai, S. M. & Najaf, E. (2021). Effect of glass powder & polypropylene fibers on compressive and flexural strengths, toughness and ductility of concrete: an environmental approach. Structures, 33, 4616–4628. https://doi.org/10.1016/j.istruc.2021.07.048 (Crossref)

Prasad, B. P., Maanvit, P. S., Jagarapu, D. C. K. & Eluru, A. (2020). Flexural behavior of fiber reinforced concrete incorporation with lathe steel scrap. Materials Today: Proceedings, 33, 196–200. https://doi.org/10.1016/j.matpr.2020.03.793 (Crossref)

Sharma, U. & Ahuja, R. (2015). Evaluation of workability and cracking pattern in flexure of steel fibre reinforced concrete (SFRC). Journal of Civil Engineering and Environmental Technology, 2 (9), 2349–8404.‏

Ulas, M. A., Alyamac, K. E. & Ulucan, Z. C. (2017). Effects of aggregate grading on the properties of steel fibre-reinforced concrete. IOP Conference Series: Materials Science and Engineering, 246 (1), 012015. http://dx.doi.org/10.1088/1757-899X/246/1/012015 (Crossref)

Wang, Y., Wu, H. C. & Li, V. C. (2000). Concrete Reinforcement with Recycled Fibers. Journal of Materials in Civil Engineering, 12 (4), 314–319. https://doi.org/10.1061/(asce)0899-1561(2000)12:4(314) (Crossref)

Statistics

Downloads

Download data is not yet available.
Recommend Articles