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Journals / Journal of Sustainable Construction Materials and Technologies / 2026 / Volume: 7 Issue: 3

Effect of Fiber Type, Shape and Volume Fraction on Mechanical and Flexural Properties of Concrete

Mahmut Başsürücü(MALATYA TURGUT ÖZAL ÜNİVERSİTESİ, DARENDE BEKİR ILICAK MESLEK YÜKSEKOKULU)
Cenk Fenerli(MALATYA TURGUT ÖZAL ÜNİVERSİTESİ, HEKİMHAN MEHMET EMİN SUNGUR MESLEK YÜKSEKOKULU)0000-0002-3238-8551
Ceren Kına(MALATYA TURGUT ÖZAL ÜNİVERSİTESİ)0000-0001-7465-5286
Şadiye Defne Akbaş(MALATYA TURGUT ÖZAL ÜNİVERSİTESİ, HEKİMHAN MEHMET EMİN SUNGUR MESLEK YÜKSEKOKULU)0000-0002-5560-8561
Pages
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Publication Date
2022-09-30
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AI Summary & Key Takeaways

AI Insight
⚡ TL;DR(Too Long; Didn't Read)

The results showed that the utilization of short straight steel fibers with 0.8% volume fraction was most efficient at improving the compressive strength while the use of 0.8% long hooked end steel fibers provided better splitting tensile and flexural strengths.

📌 3 Key Takeaways

🎯
Objective & Hypothesis:An experimental study was herein presented focusing the effect of different type, shape and volume fraction of fibers on the hardened properties of concrete including compressive, splitting tensile and flexural strengths at 7 and 28 curing days.
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Key Findings & Data:A control concrete mixture with no fiber was prepared and six fiber reinforced concrete mixtures were designed by using two different types of fibers which were steel fibers with different shapes (short straight and hooked end) and polypropylene fiber with the volume fraction of 0.4% and 0.8%.
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Conclusion & Impact:The results showed that the utilization of short straight steel fibers with 0.8% volume fraction was most efficient at improving the compressive strength while the use of 0.8% long hooked end steel fibers provided better splitting tensile and flexural strengths.
🔬Design:Research Article
📍Scope:Comprehensive Sample
⚙️Variables:Fiber reinforced concrete · steel fiber · polypropylene fiber

Abstract

An experimental study was herein presented focusing the effect of different type, shape and volume fraction of fibers on the hardened properties of concrete including compressive, splitting tensile and flexural strengths at 7 and 28 curing days. A control concrete mixture with no fiber was prepared and six fiber reinforced concrete mixtures were designed by using two different types of fibers which were steel fibers with different shapes (short straight and hooked end) and polypropylene fiber with the volume fraction of 0.4% and 0.8%. The load-deflection curves and toughness of the specimens were analyzed based on ASTM C1609. The results showed that the utilization of short straight steel fibers with 0.8% volume fraction was most efficient at improving the compressive strength while the use of 0.8% long hooked end steel fibers provided better splitting tensile and flexural strengths. Besides, the long hooked end steel fibers with the volume fraction of 0.8% contributed to an excellent deflection hardening behavior resulting in higher load deflection capacity and toughness at peak load, L/600 and L/150. On the other hand, with incorporation of polypropylene fiber, all strength values were decreased regardless of the volume fraction and curing days.

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Cite This Article

Başsürücü, M., Fenerli, C., Kına, C., Akbaş, Ş. D. (2022). Effect of Fiber Type, Shape and Volume Fraction on Mechanical and Flexural Properties of Concrete. Journal of Sustainable Construction Materials and Technologies, Volume: 7 Issue: 3. https://doi.org/10.47481/jscmt.1137088

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References (55)

  1. Rong Z, Sun W, Zhang Y (2010) Dynamic compression behavior of ultra-high performance cement based composites. International Journal of Impact Engineering, 37, 515–520. https://doi.org/10.1016/j.ijimpeng.2009.11.005
  2. Park SH, Kim DJ, Ryu GS, Koh KT (2012) Tensile behavior of ultra high performance hybrid fiber reinforced concrete. Cement and Concrete Composites, 34, 172–184. https://doi.org/10.1016/j.cemconcomp.2011.09.009
  3. Kang ST, Lee Y, Park YD, Kim JK (2010) Tensile fracture properties of an Ultra High Performance Fiber Reinforced Concrete (UHPFRC) with steel fiber. Composite Structures, 92, 61–71. https://doi.org/10.1016/j.compstruct.2009.06.012
  4. Xie J, Li J, Lu Z, et al (2019) Combination effects of rubber and silica fume on the fracture behaviour of steel-fibre recycled aggregate concrete. Construction and Building Materials, 203, 164–173. https://doi.org/10.1016/j.conbuildmat.2019.01.094
  5. Ali B, Qureshi LA, Raza A, et al (2019) Influence of Glass Fibers on Mechanical Properties of Concrete with Recycled Coarse Aggregates. Civil Engineering Journal, 5, 1007–1019. https://doi.org/10.28991/cej-2019-03091307
  6. Kina C, Turk K, Tanyildizi H (2022) Estimation of strengths of hybrid FR-SCC by using deep-learning and support vector regression models. Structural Concrete. https://doi.org/10.1002/suco.202100622
  7. Kina C, Turk K, Tanyildizi H (2022) Deep learning and machine learning-based prediction of capillary water absorption of hybrid fiber reinforced self-compacting concrete. Structural Concrete. https://doi.org/10.1002/suco.202100756
  8. Turk K, Kina C, Oztekin E (2020) Effect of macro and micro fiber volume on the flexural performance of hybrid fiber reinforced SCC. Advances in Concrete Construction, 10, 257–269. https://doi.org/10.12989/acc.2020.10.3.257
  9. Bassurucu M, Turk K (2022) An experimental and statistical investigation on the fresh and hardened properties of HFR-SCC: the effect of micro fibre type and fibre hybridization. European Journal of Environmental and Civil Engineering. https://doi.org/10.1080/19648189.2022.2042396
  10. Turk K, Bassurucu M, Bitkin RE (2021) Workability, strength and flexural toughness properties of hybrid steel fiber reinforced SCC with high-volume fiber. Construction and Building Materials, 266. https://doi.org/10.1016/j.conbuildmat.2020.120944
  11. Deeb R, Ghanbari A, Karihaloo BL (2012) Development of self-compacting high and ultra high performance concretes with and without steel fibres. Cement and Concrete Composites, 34, 185–190. https://doi.org/10.1016/j.cemconcomp.2011.11.001
  12. Kulasegaram S, Karihaloo BL, Ghanbari A (2011) Modelling the flow of self-compacting concrete. International Journal for Numerical and Analytical Methods in Geomechanics, 35, 713–723. https://doi.org/10.1002/nag.924
  13. Khaloo A, Raisi EM, Hosseini P, Tahsiri H (2014) Mechanical performance of self-compacting concrete reinforced with steel fibers. Construction and Building Materials, 51,179–186. https://doi.org/10.1016/j.conbuildmat.2013.10.054
  14. Zeyad AM (2020) Effect of fibers types on fresh properties and flexural toughness of self-compacting concrete. Journal of Materials Research and Technology, 9, 4147–4158. https://doi.org/10.1016/j.jmrt.2020.02.042
  15. Şahin Y, Köksal F (2011) The influences of matrix and steel fibre tensile strengths on the fracture energy of high-strength concrete. Construction and Building Materials, 25, 1801–1806. https://doi.org/10.1016/j.conbuildmat.2010.11.084
  16. Olivito RS, Zuccarello FA (2010) An experimental study on the tensile strength of steel fiber reinforced concrete. Composites Part B: Engineering, 41, 246–255. https://doi.org/10.1016/j.compositesb.2009.12.003
  17. Yoo DY, Lee JH, Yoon YS (2013) Effect of fiber content on mechanical and fracture properties of ultra high performance fiber reinforced cementitious composites. Composite Structures, 106, 742–753. https://doi.org/10.1016/j.compstruct.2013.07.033
  18. Altun F, Haktanir T, Ari K (2007) Effects of steel fiber addition on mechanical properties of concrete and RC beams. Construction and Building Materials, 21, 654–661. https://doi.org/10.1016/j.conbuildmat.2005.12.006
  19. Cifuentes H, García F, Maeso O, Medina F (2013) Influence of the properties of polypropylene fibres on the fracture behaviour of low-, normal- and high-strength FRC. Construction and Building Materials, 45, 130–137. https://doi.org/10.1016/j.conbuildmat.2013.03.098
  20. Małek M, Łasica W, Kadela M, et al (2021) Physical and mechanical properties of polypropylene fibre-reinforced cement–glass composite. Materials, 14, 1–19. https://doi.org/10.3390/ma14030637
  21. Castoldi R de S, Souza LMS de, de Andrade Silva F (2019) Comparative study on the mechanical behavior and durability of polypropylene and sisal fiber reinforced concretes. Construction and Building Materials, 211, 617–628. https://doi.org/10.1016/j.conbuildmat.2019.03.282
  22. Szeląg M (2019) Evaluation of cracking patterns of cement paste containing polypropylene fibers. Composite Structures, 220, 402–411. https://doi.org/10.1016/j.compstruct.2019.04.038
  23. Ramesh B, Gokulnath V, Ranjith Kumar M (2020) Detailed study on flexural strength of polypropylene fiber reinforced self-compacting concrete. In: Materials Today: Proceedings. pp 1054–1058
  24. Li BX, Chen MX, Cheng F, Liu LP (2004) The mechanical properties of polypropylene fiber reinforced concrete. Journal Wuhan University of Technology, Materials Science Edition 19:68–71. https://doi.org/10.1007/bf02835065
  25. Mazaheripour H, Ghanbarpour S, Mirmoradi SH, Hosseinpour I (2011) The effect of polypropylene fibers on the properties of fresh and hardened lightweight self-compacting concrete. Construction and Building Materials, 25, 351–358. https://doi.org/10.1016/j.conbuildmat.2010.06.018
  26. Fu Q, Xu W, Bu M, et al (2021) Effect and action mechanism of fibers on mechanical behavior of hybrid basalt-polypropylene fiber-reinforced concrete. Structures, 34, 3596–3610. https://doi.org/10.1016/j.istruc.2021.09.097
  27. Rostami R, Zarrebini M, Mandegari M, et al (2019) The effect of concrete alkalinity on behavior of reinforcing polyester and polypropylene fibers with similar properties. Cement and Concrete Composites, 97, 118–124. https://doi.org/10.1016/j.cemconcomp.2018.12.012
  28. Afroughsabet V, Ozbakkaloglu T (2015) Mechanical and durability properties of high-strength concrete containing steel and polypropylene fibers. Construction and Building Materials, 94, 73–82. https://doi.org/10.1016/j.conbuildmat.2015.06.051
  29. ASTM C39 / C39M-20 (2020) Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
  30. ASTM C496 / C496M-17 (2017) Standard Test Method for Splitting Tensile Strength of Cylindrical Concrete Specimens
  31. ASTM C78 / C78M-18 (2018) Standard Test Method for Flexural Strength of Concrete (Using Simple Beam with Third-Point Loading)
  32. Bozkurt N, Yazicioǧlu S (2017) The strength properties of fibre reinforced self compacting concrete. In: Acta Physica Polonica A. pp 775–778
  33. Ahmad S, Umar A (2018) Fibre-reinforced Self-Compacting Concrete: A Review. IOP Conference Series: Materials Science and Engineering 377:. https://doi.org/10.1088/1757-899X/377/1/012117
  34. Shi X, Park P, Rew Y, et al (2020) Constitutive behaviors of steel fiber reinforced concrete under uniaxial compression and tension. Construction and Building Materials, 233. https://doi.org/10.1016/j.conbuildmat.2019.117316
  35. Bicer K, Yalciner H, Pekrioglu Balkıs A, Kumbasaroglu A (2018) Effect of corrosion on flexural strength of reinforced concrete beams with polypropylene fibers. Construction and Building Materials, 185, 574–588. https://doi.org/10.1016/j.conbuildmat.2018.07.021
  36. Caggiano A, Gambarelli S, Martinelli E, et al (2016) Experimental characterization of the post-cracking response in Hybrid Steel/Polypropylene Fiber-Reinforced Concrete. Construction and Building Materials, 125, 1035–1043. https://doi.org/10.1016/j.conbuildmat.2016.08.068
  37. Zhang H, Wang L, Zheng K, et al (2018) Research on compressive impact dynamic behavior and constitutive model of polypropylene fiber reinforced concrete. Construction and Building Materials, 187, 584–595. https://doi.org/10.1016/j.conbuildmat.2018.07.164
  38. Sahmaran M, Yaman IO (2007) Hybrid fiber reinforced self-compacting concrete with a high-volume coarse fly ash. Construction and Building Materials, 21, 150–156. https://doi.org/10.1016/j.conbuildmat.2005.06.032
  39. Pourbaba M, Asefi E, Sadaghian H, Mirmiran A (2018) Effect of age on the compressive strength of ultra-high-performance fiber-reinforced concrete. Construction and Building Materials, 175, 402–410. https://doi.org/10.1016/j.conbuildmat.2018.04.203
  40. Ahmed S, Bukhari I, Siddique JI, Qureshi SA (2006) A study on properties of polypropylene fiber reinforced concrete, 31th Conference on our world in concrete, SaetaequinaCom 16–17
  41. Wang J, Dai Q, Si R, Guo S (2019) Mechanical, durability, and microstructural properties of macro synthetic polypropylene (PP) fiber-reinforced rubber concrete. Journal of Cleaner Production, 234, 1351–1364. https://doi.org/10.1016/j.jclepro.2019.06.272
  42. Bayasi Z, Zeng J (1993) Properties of Polypropylene Fiber Reinforced Concrete. ACI Materials Journal, 90(6), 605-610. https://doi.org/10.14359/4439
  43. Gao Y, De Schutter G, Ye G, et al (2014) The ITZ microstructure, thickness and porosity in blended cementitious composite: Effects of curing age, water to binder ratio and aggregate content. Composites Part B: Engineering, 60, 1–13. https://doi.org/10.1016/j.compositesb.2013.12.021
  44. Tabatabaeian M, Khaloo A, Joshaghani A, Hajibandeh E (2017) Experimental investigation on effects of hybrid fibers on rheological, mechanical, and durability properties of high-strength SCC. Construction and Building Materials, 147, 497–509. https://doi.org/10.1016/j.conbuildmat.2017.04.181
  45. Haddadou N, Chaid R, Ghernouti Y, Adjou N (2014) The effect of hybrid steel fiber on the properties of fresh and hardened self-compacting concrete. J Build Mater Struct, 1, 65–76
  46. Yu R, Spiesz P, Brouwers HJH (2014) Static properties and impact resistance of a green Ultra-High Performance Hybrid Fibre Reinforced Concrete (UHPHFRC): Experiments and modeling. Construction and Building Materials 68, 158–171. https://doi.org/10.1016/j.conbuildmat.2014.06.033
  47. Turk K, Oztekin E, Kina C (2022) Self-compacting concrete with blended short and long fibres: experimental investigation on the role of fibre blend proportion. European Journal of Environmental and Civil Engineering, 26, 905–918. https://doi.org/10.1080/19648189.2019.1686069
  48. Park JJ, Yoo DY, Kim S, Kim SW (2019) Benefits of synthetic fibers on the residual mechanical performance of UHPFRC after exposure to ISO standard fire. Cement and Concrete Composites, 104. https://doi.org/10.1016/j.cemconcomp.2019.103401
  49. Ponikiewski T, Golaszewski J (2013) Properties of steel fibre reinforced self-compacting concrete for optimal rheological and mechanical properties in precast beams. In: Procedia Engineering. pp 290–295
  50. Mastali M, Ghasemi Naghibdehi M, Naghipour M, Rabiee SM (2015) Experimental assessment of functionally graded reinforced concrete (FGRC) slabs under drop weight and projectile impacts. Construction and Building Materials, 95, 296–311. https://doi.org/10.1016/j.conbuildmat.2015.07.153
  51. Alrawashdeh A, Eren O (2022) Mechanical and physical characterisation of steel fibre reinforced self-compacting concrete: Different aspect ratios and volume fractions of fibres. Results in Engineering, 13. https://doi.org/10.1016/j.rineng.2022.100335
  52. Niu D, Huang D, Fu Q (2019) Experimental investigation on compressive strength and chloride permeability of fiber-reinforced concrete with basalt-polypropylene fibers. Advances in Structural Engineering, 22, 2278–2288. https://doi.org/10.1177/1369433219837387
  53. ASTM C1609/C1609M (2019) Standard Test Method for Flexural Performance of Fiber-Reinforced Concrete (Using Beam With Third-Point Loading)
  54. Han J, Zhao M, Chen J, Lan X (2019) Effects of steel fiber length and coarse aggregate maximum size on mechanical properties of steel fiber reinforced concrete. Construction and Building Materials, 209, 577–591. https://doi.org/10.1016/j.conbuildmat.2019.03.086
  55. Abu-Lebdeh T, Hamoush S, Heard W, Zornig B (2011) Effect of matrix strength on pullout behavior of steel fiber reinforced very-high strength concrete composites. Construction and Building Materials, 25, 39–46. https://doi.org/10.1016/j.conbuildmat.2010.06.059