Skip to main content

Advertisement

Log in

Effects of polypropylene twisted bundle fibers on the mechanical properties of high-strength oil palm shell lightweight concrete

  • Original Article
  • Published:
Materials and Structures Aims and scope Submit manuscript

Abstract

In this study, the effects of a new type of non-metallic fiber (polypropylene twisted bundle (PPTB)) on the slump and mechanical properties of oil palm shell (OPS) concrete have been investigated. The results showed that increasing the volume fraction of PPTB fibers, it slightly decreases the workability and density of the concrete. It has found that the compressive strength of OPS concrete increases with increasing PPTB fiber volume fraction. The results revealed that the reinforcement of OPS concrete with steel and PPTB fibers reduces the strength loss of OPS concrete in poor curing environments. In addition, the fiber with low volume fraction (up to 0.25 %) is more efficient in improving the flexural strength of OPS concrete compared to its splitting tensile strength. The average modulus of elasticity (E value) is obtained to be 17.4 GPa for all mixes, which is higher than the values reported in previous studies and is within the range for normal weight concrete. The performance of the PPTB fibers is comparable to that for steel fibers at a volume fraction (V f) of 0.5 %, which provides less dead load for lightweight concrete. The findings of this study showed that the PPTB fibers can be used as an alternative material to enhance the properties of OPS concrete. Hence, PPTB fibers are a promising alternative for lightweight concrete applications.

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

Similar content being viewed by others

References

  1. Kayali O, Haque MN, Zhu B (2003) Some characteristics of high strength fiber reinforced lightweight aggregate concrete. Cem Concr Compos 25:207–213

    Article  Google Scholar 

  2. Zhang MH, Li L, Paramasivam P (2004) Flexural toughness and impact resistance of steel-fiber-reinforced concrete. Mag Concr Res 56(5):251–262

    Article  Google Scholar 

  3. Costa H, Julio E, Lourenco J (2012) New approach for shrinkage prediction of high-strength lightweight concrete. Constr Build Mater 35:84–91

    Article  Google Scholar 

  4. Yew MK, Mahmud H, Ang BC, Yew MC (2014) Effects of oil palm shell coarse aggregate species on high strength lightweight concrete. Sci World J, Article ID 387647:1–12

  5. Li VC (2002) Large volume high performance applications of fibers in civil engineering. J Appl Polym Sci 83(3):660–686

    Article  Google Scholar 

  6. Khaloo AR, Sharifian M (2005) Experimental investigation of low to high-strength steel fiber reinforced lightweight concrete under pure torsion. Asian J Civil Eng (Build Hous) 6(6):533–547

    Google Scholar 

  7. Chen B, Liu J (2000) Contribution of hybrid fibers on the properties of the high-strength lightweight concrete having good workability. Cem Concr Res 35:913–917

    Article  Google Scholar 

  8. Polat R, Demirgoba R, Karakoc MB, Turkmen I (2010) The influence of lightweight aggregate on the physic-mechanical properties of concrete exposed to freeze-thaw cycles. Cold Reg Sci Technol 60:51–56

    Article  Google Scholar 

  9. Neville AM, Brooks JJ (2008) Concrete technology. Pearson Education Asia Pte Ltd., PP (CTP), Kuala Lumpur

    Google Scholar 

  10. Subramaniam V, Ngan MA, May CY, Sulaiman NMN (2008) Environmental performance of the milling process of Malaysian palm oil using the life cycle assessment approach. Am J Environ Sci 4(4):310–315

    Article  Google Scholar 

  11. Teo DCI, Manna MA, Kurian VJ (2006) Flexural behaviour of reinforced lightweight concrete beams made with oil palm shell (OPS). J Adv Concr Technol 4(3):459–468

    Article  Google Scholar 

  12. Okpala DC (1990) Palm kernel shell as a lightweight aggregate in concrete. Build Environ 25:291–296

    Article  Google Scholar 

  13. Okafor FO (1988) Palm kernel shell as a lightweight aggregate for concrete. Cem Concr Res 18:901–910

    Article  Google Scholar 

  14. Shafigh P, Jumaat MZ, Mahmud H (2010) Mix design and mechanical properties of oil palm shell lightweight aggregate concrete—a review. Int J Phys Sci 5(14):2127–2134

    Google Scholar 

  15. Hassanpour M, Shafigh P, Mahmud H (2012) Lightweight aggregate concrete fiber reinforcement—a review. Constr Build Mater 37:452–461

    Article  Google Scholar 

  16. Mehta PK, Monteiro PJM (2006) Concrete; microstructure, properties, and materials, 3rd edn. McGraw-Hill, New York

    Google Scholar 

  17. Shafigh P, Jumaat MZ, Mahmud H (2011) Effect of steel fiber on the mechanical properties of oil palm shell lightweight concrete. Mater Des 32:3926–3932

    Article  Google Scholar 

  18. ASTM C192-90a (1990) Standard test method of making and curing concrete test specimens in the laboratory. Annual Book of ASTM Standards, Philadelphia

    Google Scholar 

  19. Shafigh P, Jumaat MZ, Mahmud H (2011) Oil palm shell as a lightweight aggregate for production high strength lightweight concrete. Constr Build Mater 25(4):1848–1853

    Article  Google Scholar 

  20. Yew MK, Mahmud H, Ang BC, Yew MC (2014) Effects of heat treatment on oil palm shell coarse aggregates for high strength lightweight concrete. Mater Des 54:702–707

    Article  Google Scholar 

  21. Yew MK, Othman I, Yew MC, Yeo SH, Mahmud HB (2011) Strength properties of hybrid nylon-steel and polypropylene-steel fiber-reinforced high strength concrete at low volume fraction. Int J Phys Sci 6(33):7584–7588

    Google Scholar 

  22. Memon NA, Sumadi SR, Ramli M (2007) Performance of high workability slag-cement mortar for ferro cement. Build Environ 42:2710–2717

    Article  Google Scholar 

  23. Chen B, Liu J (2005) Contribution of hybrid fibers on the properties of the polypropylene hybrid fibers. Cem Concr Compos 22(4):343–351

    Google Scholar 

  24. Yew MK, Ismail O (2011) Mechanical properties of hybrid nylon-steel-and steel-fiber-reinforced high strength concrete at low fiber volume fraction. Adv Mater Res 168:1704–1707

    Google Scholar 

  25. Dawood ET, Ramli M (2010) Flowable high-strength system as repair material. Struct Concr 11:199–209

    Article  Google Scholar 

  26. Lu G, Wang K, Rudolphi TJ (2008) Modeling rheological behavior of highly flowable mortar using concepts of particle and fluid mechanics. Cem Concr Compos 30:1–12

    Article  Google Scholar 

  27. Okamura H, Ouchi M (2003) Self compacting concrete. J. Adv Concr Technol 1:5–15

    Article  Google Scholar 

  28. Rossi P, Harrouche N (1990) Mix design and mechanical behavior of some steel fiber reinforced concrete used in reinforced concrete structure. Mater Struct 23:256–266

    Article  Google Scholar 

  29. Campione G, Miraglia N, Papia M (2001) Mechanical properties of steel fiber reinforced lightweight concrete with pumice stone or expanded clay aggregates. Mater Struct 34:201–210

    Article  Google Scholar 

  30. Sivakumar A (2011) Influence of hybrid fibers on the post crack performance of high strength concrete: Part I experimental investigations. J Civ Eng Constr Technol 2(7):147–159

    MathSciNet  Google Scholar 

  31. Yap SP, Alengaram UJ, Jumaat MZ (2013) Enhancement of mechanical properties in polypropylene and nylon fibre reinforced oil palm shell concrete. Mater Des 43:1034–1041

    Article  Google Scholar 

  32. Haque MN (1990) Some concretes need 7 days initial curing. ACI Concr Int 12(2):42–46

    MathSciNet  Google Scholar 

  33. Domagala L (2011) Modification of properties of structural lightweight concrete with steel fibers. J Civ Eng Manag 17(1):36–44

    Article  Google Scholar 

  34. Chandra S, Berntsson L (2002) Lightweight aggregate concrete: science, technology, and applications. Noyes/William A Pub., Westport

    Google Scholar 

  35. Topcu IB, Uygunoglu T (2010) Effect of aggregate type on properties of hardened self-consolidating lightweight concrete (SCLC). Constr Build Mater 24:1286–1295

    Article  Google Scholar 

  36. Balendran RV, Zhou FP, Nadeem A, Leung AYT (2002) Influence of steel fibers on strength and ductility of normal and lightweight high strength concrete. Build Environ 37:1361–1367

    Article  Google Scholar 

  37. Shafigh P, Mahmud H, Jumaat MZ (2012) Oil palm shell lightweight concrete as a ductile material. Mater Des 36:650–654

    Article  Google Scholar 

  38. Turatsinzea A, Garros M (2008) On the modulus of elasticity and strain capacity of self-compacting concrete incorporating rubber aggregates. Resour Conserv Recycl 52:1209–1215

    Article  Google Scholar 

  39. Nataraja MC, Dhang N, Gupta AP (1999) Stress-strain curves for steel fiber reinforced concrete in compression. Cem Concr Compos 21(5):383–390

    Article  Google Scholar 

  40. Nataraja MC, Nalanda Y (2008) Performance of industrial by-products in controlled low-strength materials (CLSM). Waste Manag 28:1168–1181

    Article  Google Scholar 

  41. Akbar H (2008) Design of reinforced concrete structures. Basic topics, vol 1. Simay Danesh Publication, Tehran

    Google Scholar 

  42. Li Z (2011) Advanced concrete technology. Wiley, Hoboken

    Book  Google Scholar 

  43. Nataraja MC, Nagaraja TS, Ashok R (2001) Reproportioning concrete mixes with quarry wastes, cement, concrete, and aggregates. ASTM 23(1):1–7

    Google Scholar 

  44. Nataraja MC, Dhang N, Gupta AP (1999) Statistical variations in impact resistance of steel fiber reinforced concrete subjected to drop weight test. Cem Concr Res 29(7):989–995

    Article  Google Scholar 

  45. Balaguru P, Foden A (1996) Properties of fiber reinforced structural lightweight concrete. ACI Struct J 93(1):62–77

    Google Scholar 

  46. Balaguru P, Dipsia MG (1993) Properties of fiber-reinforced high-strength semi lightweight concrete. ACI Mater J 90(5):399–405

    Google Scholar 

  47. Alengaram UJ, Jumaat MZ, Mahmud H (2008) Influence of sand content and silica fume on mechanical properties of palm kernel shell concrete. International conference on construction and building technology ICCBT, pp 251–262

  48. Alengaram UJ, Jumaat MZ, Mahmud H (2008) Ductility behaviour of reinforced palm kernel shell concrete beams. Eur J Sci Res 23(3):406–420

    Google Scholar 

  49. Lo TY, Cui HZ, Li ZG (2004) Influence of aggregate pre-wetting and fly ash on mechanical properties of lightweight concrete. Waste Manag 24:333–338

    Article  Google Scholar 

  50. Shi C, Wu Y, Riefler M (2005) Properties of fiber-reinforced lightweight concrete. ACI Spec Publ 226:123–134

    Google Scholar 

  51. CEB/FIP Manual of design and technology (1977) Great Britain: lightweight aggregate concrete. First Publication, Waltham

    Google Scholar 

  52. Nataraja MC, Dhang N, Gupta AP (2000) Toughness characteristic of steel fiber reinforced concrete by JSCE approach. Cem Concr Res 30(4):593–597

    Article  Google Scholar 

  53. Nataraja MC, Dhang N, Gupta AP (2000) A study on the behaviour of steel fiber reinforced subjected to splitting test. Asian J Civil Eng 1(1):1–11

    Google Scholar 

  54. Kayali O, Haque MN, Zhu B (2003) Some characteristics of high strength fiber reinforced lightweight aggregate concrete. Cem Concr Compos 25(2):207–213

    Article  Google Scholar 

Download references

Acknowledgments

The authors gratefully acknowledge the financial support from University of Malaya under the Institute of Research Management and Monitoring (Project No.: PG007-2013A), Fundamental Research Grant Scheme (Project No.: FP048-2013B) and University of Malaya Research Grant Scheme (Project No.: RP022C-13AET).

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Ming Kun Yew.

Rights and permissions

Reprints and permissions

About this article

Check for updates. Verify currency and authenticity via CrossMark

Cite this article

Yew, M.K., Mahmud, H.B., Shafigh, P. et al. Effects of polypropylene twisted bundle fibers on the mechanical properties of high-strength oil palm shell lightweight concrete. Mater Struct 49, 1221–1233 (2016). https://doi.org/10.1617/s11527-015-0572-z

Download citation

  • Received:

  • Accepted:

  • Published:

  • Issue Date:

  • DOI: https://doi.org/10.1617/s11527-015-0572-z

Keywords

Navigation