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Abstrakty
Steel recycling saves energy and time and is more environmentally friendly. It rids the environment from huge amounts of scrap cars and huge structures, as well as reduces mining operations that destroy the natural environment. In this investigation, the steel scrap effect on the mechanical properties of concrete was investigated, inadditiontoinvestigatethevariationofmechanicalpropertieswithincreasingtheconcrete 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 compressive strength as well as tensile strength. where, the mixing which contains 1% of steel waste, has an increase in strength that reaches up to 12% and 23% at 28 days for compressive strength and tensile strength sequentially as compared to the reference mix. Furthermore, the results show that there is a significant increase in splitting tensile strength that reaches 29% at 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. Whilethebestimprovementintensilestrengthovertimewasobtainedwhenusing 1.5% steelwaste.In both cases, the amount of improvement is better than the models without steel waste, which gives us confidence in giving recommendations for conducting more in-depth studies to achieve maximum advantage.
Wydawca
Rocznik
Tom
Strony
153--160
Opis fizyczny
Bibliogr. 20 poz., rys., tab.
Twórcy
autor
- Department of Civil Engineering, Al-Rafidain University Collage, Baghdad, Iraq
autor
- Water Resources Engineering Department,University of Mustansiriyah, College of engineering, Baghdad, Iraq
Bibliografia
- 1. ACI Committee 544.2R-89 (1984), Measurement of properties of fiber reinforced concrete, Publ. SP - Am. Concrete. Inst. 89 433–439
- 2. ACI Committee 544.3R-93 (1993), Guide for Specifying, Proportioning, Mixing, Placing, and Finishing Steel Fiber Reinforced Concrete, (1993), pp. 1–10, http://dx.doi.org/10.14359/4046 544.3R
- 3. 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
- 4. ASTM C 496-86 (1989), Standard Test Method for Splitting Tensile Strength of Cylindrical Concrete Specimens. Annual Book of ASTM Standard, Philadelphia, Vol. 04-02, pp. 25
- 5. ASTM C184 -. 94e1 (2020) Standard Test Method for Fineness of Hydraulic Cement by the 150-mm (No. 100) and 75-mm (No. 200) Sieves (Withdrawn 2002), (n.d.). (Accessed 6 November. https://www.astm.org/Standards/C184.
- 6. ASTM C187 -.16 (2020) Standard Test Method for Amount of Water Required for Normal Consistency of Hydraulic Cement Paste, (n.d.). https://www.astm.org/Standards/C187. (Accessed 6 November).
- 7. ASTM C188 -. 17 (2020) Standard Test Method for Density of Hydraulic Cement, (n.d.ASTM C188-.17 Standard Test Method for Density of. https://www.astm. org/Standards/C188. Accessed 6 November.
- 8. ASTM C191 -. 19 (2020) Standard Test Methods for Time of Setting of Hydraulic Cement by Vicat Needle, (n.d.). https://www.astm.org/Standards/C191. (Accessed 6 November.
- 9. ASTM C494. (2012) Standard specification for chemical admixtures for concrete; chemical admixture; compressive strength; performance requirements; statistical analysis.
- 10. Attard, M.M., & Setunge, S. (1996). Stress-strain relationship of confined and unconfined concrete. Materials Journal, 93(5), 432-442.
- 11. Erfan N., H. Abbasi and S.M. Zahrai (2022). Effect of waste glass powder, microsilica, and polypropylene fibers on ductility, flexural, and impact strengths of lightweight concrete. https://doi.org/10.1108/IJSI-03-2022-0039.
- 12. 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
- 13. 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
- 14. Maedeh O., S. Mehdi & Z.E. Najaf (2021). Effect of glass powder & polypropylene fibers on compressive and flexural strengths, toughness and ductility of concrete: An environmental approach. https://doi.org/10.1016/j.istruc.2021.07.048.
- 15. 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
- 16. 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, 5, 22. https://doi.org/10.1016/j.conbuildmat.2006.12.004
- 17. PavanPrasad, B., SaiMaanvit, P., 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
- 18. 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 Print ISSN, 2349-8404.
- 19. Ulas, M.A., Alyamac, K.E., & Ulucan, Z.C. (2017). Effects of aggregate grading on the properties of steel fibre-reinforced concrete. In IOP Conference Series: Materials Science and Engineering (Vol. 246, No. 1, p. 012015). IOP Publishing. http://dx.doi.org/10.1088/1757-899X/246/1/012015.
- 20. 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).
Uwagi
Opracowanie rekordu ze środków MEiN, umowa nr SONP/SP/546092/2022 w ramach programu "Społeczna odpowiedzialność nauki" - moduł: Popularyzacja nauki i promocja sportu (2022-2023).
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-d4567d80-e8de-47c9-bbc4-7d39b9a2332c