Skip to main content
Log in

Mechanical Properties of Hybrid Self-Compacting Fibre-Reinforced Concrete (SCC-FRC) Containing PVA and PP Fibres

  • Technical Note
  • Published:
Iranian Journal of Science and Technology, Transactions of Civil Engineering Aims and scope Submit manuscript

Abstract

Concrete is a widely used building material, which is good in compression, but weak in tension. The poor tension properties of concrete are covered by using steel bars as reinforcement, which enable concrete to withstand almost all types of loads and provide ductility to structural members. However, it has some drawbacks, such as controlling multi-level cracking. It is widely accepted that using the different forms of fibres together is the only way to achieve strength, ductility, and resilience to control multi-level cracking of reinforced concrete. The novelty of this study is the development of the hybrid self-compacting fibre-reinforced concrete (SCC-FRC) with polyvinyl alcohol (PVA) and polypropylene (PP) fibres to eliminate the problems associated with steel fibres. This hybrid FRC can provide better crack controlling at all stages and enhancement in mechanical properties. Out of 14 mixes, one SCC mix (without fibres) served as a control mix. The rest SCC-FRC mix contained only 2% volume fraction of PVA fibres, 2% volume fraction of monofilament PP fibres, and 2% volume fraction fibrillated PP fibres of lengths 13, 19, and 25 mm, respectively, served as the benchmark for the hybrid mixes. The remaining six SCC-FRC mixes were hybrid and consisted of 1.5 and 0.5% volume fractions of PVA and PP fibres, respectively. Out of the six mixes, three included monofilament fibres measuring 13, 19, and 25 mm in length, while the other three had fibrillated fibres measuring 13, 19, and 25 mm in length. The fresh and hardened state properties of all mixes were determined by following EFNARC and ASTM standards. The hardened properties were determined by testing the specimens in compression, split tension, flexure, and direct tension. The test results showed that PVA and PP fibres as a hybrid significantly improved strength, ductility, and crack arrest.

This is a preview of subscription content, log in via an institution to check access.

Access this article

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Fig. 1
Fig. 2
Fig. 3
Fig. 4
Fig. 5
Fig. 6
Fig. 7
Fig. 8
Fig. 9
Fig. 10
Fig. 11
Fig. 12
Fig. 13
Fig. 14
Fig. 15
Fig. 16

Similar content being viewed by others

References

  • 544.1R-96 (2002) State of the Art Report on Fiber Reinforced Concrete Reported (Aci 544.1 R-96 Reapproved 2002)

  • "ACI Committee 544.3r-93. Guide for Specifying, Proportioning, Mixing, Placing and Finishing Steel Fiber Reinforced Concrete",

  • ASTM C 618 (2000), "Standard Specification for Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use as a Mineral Admixture in Concrete", ASTM International

  • Abdul-Rahman, M, Al-Attar, AA, Hamada, HM, and Tayeh, B (2020), "Microstructure and Structural Analysis of Polypropylene Fibre Reinforced Reactive Powder Concrete Beams Exposed to Elevated Temperature", Journal of Building Engineering, 29, 101167

  • Afroughsabet V, Ozbakkaloglu T (2015) Mechanical and durability properties of high-strength concrete containing steel and polypropylene fibers. Constr Build Mater 94:73–82

    Article  Google Scholar 

  • Alani AM, Beckett D (2013) Mechanical properties of a large scale synthetic fibre reinforced concrete ground slab. Constr Build Mater 41:335–344

    Article  Google Scholar 

  • Al-Attar AA, Abdulrahman MB, Hamada HM, Tayeh BA (2020) Investigating the behaviour of hybrid fibre-reinforced reactive powder concrete beams after exposure to elevated temperatures. J Mater Res Technol 9:1966–1977

    Article  Google Scholar 

  • Asok, G, and George, S (2016), "Investigation on hybrid concrete using steel and polypropylene fiber", Int J New Technol Res, 2(5)

  • ASTM C 469 (2001), "Standard test method for static modulus of elasticity and Poisson’s ratio of concrete in compression.", ASTM

  • ASTM C39/C39M-12 (2012), "Standard test method for compressive strength of cylindrical concrete specimens", ASTM

  • ASTM C496/C496M-11 (2011), "Standard test method for splitting tensile strength of cylindrical concrete specimens",

  • ASTM C78–10 (2010), "Standard test method for flexural strength of concrete (using simple beam with third-point loading)",

  • Ayub T, Shafiq N, Khan SU (2015) Compressive stress-strain behavior of HSFRC reinforced with basalt fibers. J Mater Civ Eng 28(4):06015014

    Article  Google Scholar 

  • Balouch S, Forth J, Granju J-L (2010) Surface corrosion of steel fibre reinforced concrete. Cem Concr Res 40(3):410–414

    Article  Google Scholar 

  • Benson SDP, Karihaloo BL (2005) Cardifrc®-development and mechanical properties. Part III: uniaxial tensile response and other mechanical properties. Mag Concr Res 57(8):433

    Article  Google Scholar 

  • BIBM, and EFNARC (2005), "The European guidelines for self-compacting concrete"

  • Chen Y, Qiao P (2011) Crack growth resistance of hybrid fiber-reinforced cement matrix composites. J Aerosp Eng 24(2):154–161

    Article  MathSciNet  Google Scholar 

  • Corinaldesi V, Moriconi G (2012) Mechanical and thermal evaluation of ultra high performance fiber reinforced concretes for engineering applications. Constr Build Mater 26(1):289

    Article  Google Scholar 

  • de Azevedo AR, Marvila MT, Tayeh BA, Cecchin D, Pereira AC, Monteiro SN (2021) Technological performance of açaí natural fibre reinforced cement-based mortars. J Building Eng 33:101675

    Article  Google Scholar 

  • De Schutter, G (2005), "Guidelines for testing fresh self-compacting concrete", European research project

  • Empelmann M, Teutsch M, Steven, G (2008), "Improvement of the post fracture behaviour of UHPC by Fibres", Editor "Book Improvement of the Post Fracture Behaviour of UHPC by Fibres", Kassel University Press GmbH, 177

  • Etli S, Cemalgil S, Onat O (2018) Properties of self-compacting mortars with different contents of synthetic macro fiber. Academic Perspective Procedia 1(1):593–602

    Article  Google Scholar 

  • Granju J-L, Balouch SU (2005) Corrosion of steel fibre reinforced concrete from the cracks. Cem Concr Res 35(3):572

    Article  Google Scholar 

  • Haido JH, Abdul-Razzak AA, Al-Tayeb MM, Bakar BA, Yousif ST, Tayeh BA (2021) Dynamic response of reinforced concrete members incorporating steel fibers with different aspect ratios. Adv Concrete Const 11(2):89

    Google Scholar 

  • Holschemacher K, Höer S (2008), "Influence of PVA fibers on load carrying capacity of concrete with coarse aggregates". BEFIB 2008: 7th RILEM International Symposium on Fibre Reinforced Concrete 219–2292008

  • Holschemacher K, Höer S (2008), "Influence of PVA Fibers on load carrying capacity of concrete with coarse aggregates", Editor "Book Influence of PVA Fibers on Load Carrying Capacity of Concrete with Coarse Aggregates", Chennai, India, 219

  • Hsie M, Tu C, Song P (2008) Mechanical properties of polypropylene hybrid fiber-reinforced concrete. Mater Sci Eng, A 494(1–2):153–157

    Article  Google Scholar 

  • Jenq Y, Shah SP (1986) Crack propagation in fiber-reinforced concrete. J Struct Eng 112(1):19–34

    Article  Google Scholar 

  • Kaufmann J, Frech K, Schuetz P, Münch B (2013) Rebound and orientation of fibers in wet sprayed concrete applications. Constr Build Mater 49:15–22

    Article  Google Scholar 

  • Khan SU, Ayub T (2016) Modelling of the pre and post-cracking response of the PVA fibre reinforced concrete subjected to direct tension. Constr Build Mater 120:540–557

    Article  Google Scholar 

  • Khan M, Cao M, Ali M (2020), "Cracking behaviour and constitutive modelling of hybrid fibre reinforced concrete", J Building Eng 30: 101272

  • Kim DJ, Park SH, Ryu GS, Koh KT (2011) Comparative flexural behavior of hybrid ultra high performance fiber reinforced concrete with different macro fibers. Constr Build Mater 25(11):4144–4155

    Article  Google Scholar 

  • KM, Af, and Varghese, S, (2014) Behavioral study of steel fiber and polypropylene fiber reinforced concrete. Int J Res Eng Technol 2(10):17–24

    Google Scholar 

  • Li, VC (2008), "Engineered cementitious composites (ECC) material, structural, and durability performance"

  • Li B, Chi Y, Xu L, Shi Y, Li C (2018) Experimental Investigation on the flexural behavior of steel-polypropylene hybrid fiber reinforced concrete. Constr Build Mater 191:80–94

    Article  Google Scholar 

  • Lim TY, Paramasivam P, Lee SL (1987), "Analytical model for tensile behavior of steel-fiber concrete", ACI Mater J, 84(4)

  • Naaman AE, Reinhardt HW (2006) Proposed classification of HPFRC composites based on their tensile response. Mater Struct 39(5):547

    Article  Google Scholar 

  • Neville AM, Brooks JJ (2010), "Concrete technology", Longman Scientific & Technical

  • Nuruddin MF, Khan SU, Shafiq N, Ayub T (2014), "Strength development of high-strength ductile concrete incorporating metakaolin and Pva fibers", The Sci World J, 2014

  • Parameswaran VS (1991) Fibre-reinforced concrete: a versatile construction material. Build Environ 26(3):301–305

    Article  Google Scholar 

  • Peyvandi A, Soroushian P, Jahangirnejad S (2013) Enhancement of the structural efficiency and performance of concrete pipes through fiber reinforcement. Constr Build Mater 45:36–44

    Article  Google Scholar 

  • Qian C, Stroeven P (2000) Development of hybrid polypropylene-steel fibre-reinforced concrete. Cem Concr Res 30(1):63–69

    Article  Google Scholar 

  • Said M, Abd El-Azim AA, Ali, MM, El-Ghazaly H, Shaaban I (2020), "Effect of elevated temperature on axially and eccentrically loaded columns containing polyvinyl alcohol (Pva) fibers", Eng Struct 204: 110065

  • Shah SP, Daniel JI, Ahmad SH, Arockiasamy M, Balaguru P, Ball CG, Ball HP Jr, Banthia N, Batson GB, Bentur A (1993) Guide for specifying, proportioning, mixing, placing, and finishing steel fiber reinforced concrete. ACI Mater j 90(1):94–101

    Google Scholar 

  • Shi F, Pham TM, Hao H, Hao Y (2020), Post-Cracking Behaviour of Basalt and Macro Polypropylene Hybrid Fibre Reinforced Concrete with Different Compressive Strengths, Constr Build Mater, 262: 120108

  • Sivakumar A, Santhanam M (2007) Mechanical properties of high strength concrete reinforced with metallic and non-metallic fibres. Cement Concr Compos 29(8):603–608

    Article  Google Scholar 

  • Soe KT, Zhang Y, Zhang L (2013) Material properties of a new hybrid fibre-reinforced engineered cementitious composite. Constr Build Mater 43:399–407

    Article  Google Scholar 

  • Song P, Wu J, Hwang S, Sheu B (2005) Statistical analysis of impact strength and strength reliability of steel-polypropylene hybrid fiber-reinforced concrete. Constr Build Mater 19(1):1–9

    Article  Google Scholar 

  • Sukontasukkul P (2004) Tensile behaviour of hybrid fibre-reinforced concrete. Adv Cem Res 16(3):115–122

    Article  Google Scholar 

  • 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. Constr Build Mater 147:497–509

    Article  Google Scholar 

  • Tian H, Zhang Y, Ye L, Yang C (2015) Mechanical behaviours of green hybrid fibre-reinforced cementitious composites. Constr Build Mater 95:152–163

    Article  Google Scholar 

  • Wang S, Li VC (2003), "Tailoring of Pva fiber/matrix interface for engineered cementitious composites (ECC)"

  • Xiaochun Q, Xiaoming L, Xiaopei C (2017) The applicability of alkaline-resistant glass fiber in cement mortar of road pavement: corrosion mechanism and performance analysis. Int J Pavement Res Technol 10(6):536–544

    Article  Google Scholar 

  • Yokota H, Rokugo K, Sakata N (2008) JSCE recommendations for design and construction of high performance fiber reinforced cement composite with multiple fine cracks. In: High performance fiber reinforced cement composites. Springer, Tokyo, Japan

  • Yildizel SA, Tayeh BA, Calis G (2020) Experimental and modelling study of mixture design optimisation of glass fibre-reinforced concrete with combined utilisation of Taguchi and extreme vertices design techniques. J Market Res 9(2):2093–2106

    Google Scholar 

  • Zeyad AM, Khan AH, Tayeh BA (2020) Durability and strength characteristics of high-strength concrete incorporated with volcanic pumice powder and polypropylene fibers. J Market Res 9(1):806–818

    Google Scholar 

  • Zheng Z, Feldman D (1995) Synthetic fibre-reinforced concrete. Prog Polym Sci 20(2):185–210

    Article  Google Scholar 

Download references

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Sadaqat Ullah Khan.

Rights and permissions

Reprints and permissions

About this article

Check for updates. Verify currency and authenticity via CrossMark

Cite this article

Khan, S.U., Ayub, T. Mechanical Properties of Hybrid Self-Compacting Fibre-Reinforced Concrete (SCC-FRC) Containing PVA and PP Fibres. Iran J Sci Technol Trans Civ Eng 46, 2677–2695 (2022). https://doi.org/10.1007/s40996-021-00652-5

Download citation

  • Received:

  • Accepted:

  • Published:

  • Issue Date:

  • DOI: https://doi.org/10.1007/s40996-021-00652-5

Keywords

Navigation