Optimizing Mechanical Properties of Polypropylene Fibre-Reinforced Coconut Shell Concrete

Year : 2025 | Volume : 15 | Issue : 02 | Page : 6 12
    By

    Anjan Agrawal,

  • Harsh Rathore,

Abstract

This study investigates the impact of polypropylene (PP) fibre reinforcement on the mechanical properties of coconut shell (CS) concrete. The compressive strength of CS concrete is primarily governed by the strength of CS aggregates, with early-age failure attributed to poor bonding and later-stage failure influenced by aggregate strength. The incorporation of PP fibres significantly enhanced compressive, tensile, and flexural strength. At 28 days, compressive strength increased by 1.2–3.45% in CSF mixes and 1–4.1% in CSP mixes for 0.25–0.5% fibre content, while excessive fibre additions (0.75–1.0%) led to strength reductions. Splitting tensile strength improved by 11–26% across all fibre-reinforced mixes, and flexural strength showed enhancements of 6–29% in CSF and 4–22% in CSP mixes. The improvements are attributed to the fibre bridging mechanism, which restricts crack propagation and enhances ductility. However, beyond an optimal fibre content, workability issues and strength reductions were observed. This study confirms that PP fibre reinforcement can enhance the structural performance of CS concrete, making it a viable option for sustainable and lightweight construction.

Keywords: Polypropylene fibres, coconut shell concrete, mechanical properties, compressive strength, flexural strength, splitting tensile strength, fibre reinforcement, sustainable construction

[This article belongs to Recent Trends in Civil Engineering & Technology ]

How to cite this article:
Anjan Agrawal, Harsh Rathore. Optimizing Mechanical Properties of Polypropylene Fibre-Reinforced Coconut Shell Concrete. Recent Trends in Civil Engineering & Technology. 2025; 15(02):6-12.
How to cite this URL:
Anjan Agrawal, Harsh Rathore. Optimizing Mechanical Properties of Polypropylene Fibre-Reinforced Coconut Shell Concrete. Recent Trends in Civil Engineering & Technology. 2025; 15(02):6-12. Available from: https://journals.stmjournals.com/rtcet/article=2025/view=232901


References

  1. Alduaij J, Alshaleh K, Haque MN, Ellaithy K. Lightweight concrete using local materials. ACI Mater J. 1999; 96(6): 776–780.
  2. Alabadan BA. Agro-industrial residues in concrete technology. Constr Build Mater. 2006; 20(8): 658–664.
  3. Basri HB, Mannan MA, Zain MFM. Concrete using waste oil palm shells as aggregate. Cem Concr Res. 1999; 29(4): 619–622.
  4. Babu KG, Babu DS. Performance of fly ash concrete with lightweight expanded polystyrene aggregate. Cem Concr Compos. 2003; 25(6): 523–529.
  5. Babu DS, Babu KG, Wee TH. Properties of lightweight expanded polystyrene aggregate concrete reinforced with steel fiber. Cem Concr Compos. 2006; 28(6): 556–565.
  6. Chang JJ, Shieh MS. The use of lightweight aggregates in high-performance concrete. ACI Mater J. 1996; 93(5): 429–436.
  7. Chandra S, Berntsson L. Lightweight aggregate concrete: science, technology, and applications. New York: Noyes Publications; 2003.
  8. Chen B, Liu J. Properties of lightweight expanded polystyrene aggregate concrete reinforced with steel fiber. Cem Concr Res. 2004; 34(1): 1259–1263.
  9. Chen C, Liu T. Investigation of cenospheres as lightweight aggregates in concrete. J Mater Civ Eng. 2008; 20(6): 487–491.
  10. Choi YW, Moon DJ, Kim YJ, Lachemi M. Characteristics of mortar and concrete containing fine aggregate manufactured from recycled waste polyethylene terephthalate bottles. Constr Build Mater. 2005; 19(6): 429–437.
  11. Coatanlem P, Jauberthie R, Rendell F. Lightweight wood chipping concrete durability. Constr Build Mater. 2006; 20(9): 776–781.
  12. Corinaldesi V, Gnappi G, Moriconi G, Montenero A. Reuse of ground waste glass as aggregate for mortars. Waste Manag. 2005; 25(2): 197–201.
  13. Demirbas A, Aslan A. Utilization of agro-waste in concrete technology. Resour Conser Recycl. 1998; 23(2): 83–93.
  14. Ducman V, Mirtic B, Kopar T. Lightweight aggregates made from waste glass and fly ash. Cem Concr Compos. 2002; 24(2): 213–219.
  15. Eko M, Riskowski G. Utilization of agricultural waste as building materials. J Agric Eng Res. 1999; 74(2): 211–219.
  16. Ganesan K, Rajagopal K, Thangavel K. Rice husk ash blended cement: Assessment of optimal level of replacement for strength and permeability properties of concrete. Constr Build Mater. 2007; 22(8): 1675–1683.
  17. Gesoglu M, Guneyisi E, Oz HO. Effect of lightweight aggregate properties on the behavior of lightweight concrete. Cem Concr Compos. 2004; 26(5): 455–465.
  18. Gunasekaran K, Annadurai R, Kumar PS. Study on reinforced lightweight coconut shell concrete beam behavior under flexure. Mater Des. 2011; 32(2): 392–399.
  19. Gunasekaran K, Kumar PS, Lakshmipathy M. Mechanical and bond properties of coconut shell concrete. Constr Build Mater. 2013; 34(3): 150–155.
  20. Guneyisi E, Gesoglu M, Mermerdas K. Strength and permeability properties of self-compacting concrete with expanded perlite aggregate. Constr Build Mater. 2015; 74(1): 109–116.
  21. Hassanpour M, Shafigh P, Mahmud HB. Lightweight aggregate concrete containing natural perlite aggregates. Constr Build Mater. 2012; 37(2): 516–521.
  22. Jauberthie R, Rendell F, Walker P. The use of rice husk for making lightweight concrete. Constr Build Mater. 2000; 14(8): 419–424.
  23. Khaiyat KH, Haque MN. Performance of high-strength lightweight concrete made with expanded clay aggregate. ACI Mater J. 1999; 96(5): 635–640.
  24. Lai MH, Hwang CL, Lee HJ. The use of polystyrene beads for lightweight concrete. Cem Concr Compos. 1996; 18(3): 197–202.
  25. Maiti R, Cordeiro GC, Sales A. Development of lightweight concrete using rice husk ash. Mater Struct. 2006; 39(9): 803–811.
  26. Mannan MA, Ganapathy C. Concrete from an agricultural waste-oil palm shell as coarse aggregate. Build Environ. 2004; 39(4): 441–448.
  27. Martirena H. Use of agro-industrial waste in construction. Cem Concr Compos. 1998; 20(3):
    213–218.
  28. Miled K, Sab K, Le Roy R. Particle size effect on EPS lightweight concrete compressive strength: Experimental investigation and modeling. Mech Mater. 2004; 36(4): 1031–1036.
  29. Novoa FD, Pereira JD, Costa AC. Use of cork waste in lightweight concrete production. Mater Sci Forum. 2004; 455(6): 437–442.
  30. Olanipekun EA, Olusola KO, Ata O. A comparative study of concrete properties using coconut shell and palm kernel shell as coarse aggregates. Build Environ. 2006; 41(3): 297–301.

Regular Issue Subscription Original Research
Volume 15
Issue 02
Received 21/03/2025
Accepted 21/04/2025
Published 25/04/2025
Publication Time 35 Days


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