Flexural performance of reinforced concrete beams made by using recycled block aggregates and fibers

Abstract

This article analyzes the flexural performance of reinforced concrete beams produced by granulated blast furnace slag (GBFS) as a substitute for cement, recycled block aggregates (RBA) as an alternate for ordinary coarse aggregate, normal steel fiber and staplers and polypropylene fibers. Ten reinforced concrete beams with a cross section. 90 mm wide, 150 mm depth and a length of 1000 mm were designed and tested. For this study, a total of 10 mixtures were prepared with different substitutes (in terms of weight) for RBA (0%, 25%, 50% and 100%) and GBFS (0%, 25%, 50% and 70%), while normal steel fiber (0%, 0.5%, 1.0% and 1.5%), 0.5% stapler pin steel fiber and 0.5% polypropylene fibers were added (in terms of volume). The compressive strength and flexural tensile strength were tested for each concrete mixture. Here, the compressive strength and flexural tensile strengths were reduced when using GBFS, RBA and fibers, and the extreme reduction of compressive strength and flexural tensile strength was 50% and 55%, respectively, for 70% GBFS, 25% RBA and 0.5% normal steel fiber. The less decreasing in compressive strength and flexural tensile strength was for a mix of 25% GBFS, 25% RBA and 0.5% stapler pin steel fiber. The role of fiber, GBFS and RBA was more promised in the behavior of reinforced concrete beams. There was an enhancement in flexural capacity for all reinforced concrete beams reaching 27.7%, furthermore when made via using 25%GBFS, 25% RBA and 1.5% normal steel fiber. According to the obtained test data, the utilization of GBFS, RBA, and fibers made the reinforced concrete beams more ductile compared with reference one.

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References

  1. 1.

    Etxeberria M, Vazquez E, Mari A, Barra M (2007) influence of the amount of recycled coarse aggregates and production process on properties of recycled aggregate concrete. Cem Concr Res 37(5):735–742

    Article  Google Scholar 

  2. 2.

    Evangelista L, de Brito J (2007) Mechanical behavior of concrete made with fine recycled concrete aggregates. Cement Concr Compos 29(5):397–401

    Article  Google Scholar 

  3. 3.

    Li X (2008) Recycling and reuse of waste concrete in China: Part I. Material behavior of recycled aggregate concrete. Resour Conserv Recycl 53(1–2):36–44

    Article  Google Scholar 

  4. 4.

    McNeil K, Kang T-K (2013) Recycled concrete aggregates A review, International Journal of Concrete. Structures and Materials 7(1):61–69. https://doi.org/10.1007/s40069-013-0032-5)

    Article  Google Scholar 

  5. 5.

    Gomez-Soberon JMV (2002) the porosity of recycled concrete with substitution of recycled concrete aggregate: an experimental study. Cem Concr Res 32(8):1301–1311

    Article  Google Scholar 

  6. 6.

    Hansen TC, Boegh E (1986) Elasticity and drying shrinkage of recycled aggregate concrete. ACI Journal 82(5):648–652

    Google Scholar 

  7. 7.

    Xiao J, Li J, Zhang C (2005) Mechanical properties of recycled aggregate concrete under uniaxial loading. Cem Concr Res 35(6):1187–1194

    Article  Google Scholar 

  8. 8.

    Casuccio M, Torrijos M-C, Giaccio G, Zerbino R (2008) The failure mechanism of recycled aggregate concrete. Constr Build Mater 22(7):1500–1506

    Article  Google Scholar 

  9. 9.

    George W, Elhem G, Hector G (2015) Mix design and properties of recycled aggregate concretes: applicability of Eurocode 2. Int J Concr Struct Mater 9(1):1–20. https://doi.org/10.1007/s40069-014-0087-y

    Article  Google Scholar 

  10. 10.

    Katz A (2003) Properties of concrete made with recycled aggregate from partially hydrated old concrete. Cement Concr Res 33(5):703–711

    Article  Google Scholar 

  11. 11.

    Rahal K (2007) Mechanical properties of concrete with recycled coarse aggregate. Building and environment 42(1):407–415

    Article  Google Scholar 

  12. 12.

    Mehat PK (1997) Bringing the concrete industry into a new era of sustainable development. In: Mario Collepardi symposium on advances in concrete science and technology, pp. 49-67

  13. 13.

    Berndt ML (2009) Properties of sustainable concrete containing fly ash, slag and recycled concrete aggregate. Construction and Building Material 23(7):2606–2613

    Article  Google Scholar 

  14. 14.

    Swaroop AHL, Venkateswararao K, Kodandaramarao P (2013) Durability studies on concrete with fly ash & GGBS. Int J Eng Res Appl (IJERA) 3(4):285–289

    Google Scholar 

  15. 15.

    Anastasiou E, Geosgiadis K, Stefanidou M (2014) Utilization of fine recycled aggregate in concrete with fly ash and steel slag. Constr Build Mater 50:154–161

    Article  Google Scholar 

  16. 16.

    Vytlačilová V (2011) The fibre reinforced concrete with using recycled aggregates. Int J Syst Appl Eng Dev 3(5):359–366

    Google Scholar 

  17. 17.

    Sasikala B, Shanthi K, Jose RavindraRaj B (2017) An experimental study on behavior of recycled aggregate concrete with ground granulated blast furnace slag fly ash. Int J Eng Sci Res Technol (IJESRT) 6(4):261–266

    Google Scholar 

  18. 18.

    Johny B, George MV, John E (2014) Study of properties of sustainable concrete using slag and recycled concrete aggregate. Int J Eng Res Technol (IJERT) 3(9):68–72

    Google Scholar 

  19. 19.

    Nayana AY, Kavitha S (2017) Green concrete by using high volume slag, recycled aggregate, recycled water to build eco-environment. Int J Adv Eng Technol 1(2):27–29

    Google Scholar 

  20. 20.

    Alnahhal W, Aljidda O (2018) Flexural behavior of basalt fiber reinforced concrete beams with recycled concrete coarse aggregates. Constr Build Mater 169:165–178

    Article  Google Scholar 

  21. 21.

    Chaboki HR, Ghalehnovi M, Karimipour A, De Brito J (2018) Experimental study on the flexural behaviour and ductility ratio of steel fibres coarse recycled aggregate concrete beams. Constr Build Mater 186:400–422

    Article  Google Scholar 

  22. 22.

    BS 882 (2002) Specification for aggregates from natural sources for concrete, BSI 6 March 2002

  23. 23.

    Neville A, Brooks J (1990) Concrete technology, 2nd edn. Longman Scientific & Technical, Harlow

    Google Scholar 

  24. 24.

    Otsuki N, Miyazato SI, Yodsudjai W (2003) Influence of recycled aggregate on interfacial transition zone, strength, chloride penetration and carbonation of concrete. J Mater Civ Eng 15(5):443–451

    Article  Google Scholar 

  25. 25.

    Tabsh SW, Abdelfatah AS (2009) Influence of recycled concrete aggregates on strength properties of concrete. Constr Build Mater 23(2):1163–1167. https://doi.org/10.1016/j.conbuildmat.2008.06.007

    Article  Google Scholar 

  26. 26.

    Thomas JJ, Jennings HM (2006) A colloidal interpretation of chemical aging of the CS-h gel and its effects on the properties of cement paste. Cem Concr Res 36(1):30–38

    Article  Google Scholar 

  27. 27.

    Vasudev R, Vishnuram BG (2013) Studies on steel fibre reinforced concrete—a sustainable approach. Int J Sci Eng Res 4(5):1941–1944

    Google Scholar 

  28. 28.

    Shende AM, Pande AM, Gufam Pathan M (2012) Experimental study on steel fiber reinforced concrete for M-40 grade. Int Refereed J Eng Sci 1(1):043–048

    Google Scholar 

  29. 29.

    Ramujee K (2013) Strength properties of polypropylene fiber reinforced concrete. Int J Innov Res Sci Eng Technol 2(8):3409–3413

    Google Scholar 

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Correspondence to Taghreed Khaleefa Mohammed Ali.

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Tawfeeq, W.M., Ali, T.K.M., Al-Kumzari, Y. et al. Flexural performance of reinforced concrete beams made by using recycled block aggregates and fibers. Innov. Infrastruct. Solut. 6, 38 (2021). https://doi.org/10.1007/s41062-020-00402-y

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Keywords

  • Flexure
  • Granulated blast furnace slag
  • Reused block aggregate
  • Polypropylene and steel fiber
  • Concrete beam