Early-age Cracking Control on Concrete with Polypropylene Fiber

  • Chapter
  • First Online:
Early-age Cracking Control on Modern Concrete
  • 8 Accesses

Abstract

Fiber reinforcement, which can restrain the propagation of micro-cracking, is effective in improving the early-age cracking resistance of concrete. Polypropylene fibers have been extensively used in practical engineering due to its superior properties such as lightweight and superior fracture performance. In this chapter, early-age cracking control on concrete with polypropylene fiber was investigated. The results showed that the addition of polypropylene fiber decreased the early-age autogenous shrinkage and cracking potential of concrete, and decreased the early-age basic tensile creep behavior of concrete under a constant tensile load. The increase of the length of polypropylene fiber increased the cracking potential of concrete. Models for early-age autogenous shrinkage and specific tensile creep of concrete with polypropylene fiber were proposed.

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

Access this chapter

Subscribe and save

Springer+ Basic
EUR 32.99 /Month
  • Get 10 units per month
  • Download Article/Chapter or Ebook
  • 1 Unit = 1 Article or 1 Chapter
  • Cancel anytime
Subscribe now

Buy Now

Chapter
EUR 29.95
Price includes VAT (Germany)
  • Available as PDF
  • Read on any device
  • Instant download
  • Own it forever
eBook
EUR 136.95
Price includes VAT (Germany)
  • Available as EPUB and PDF
  • Read on any device
  • Instant download
  • Own it forever
Hardcover Book
EUR 171.19
Price includes VAT (Germany)
  • Durable hardcover edition
  • Dispatched in 3 to 5 business days
  • Free ship** worldwide - see info

Tax calculation will be finalised at checkout

Purchases are for personal use only

Institutional subscriptions

References

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

    Article  Google Scholar 

  2. Hannawi K, Bian H, Prince-Agbodjan W, et al. Effect of different types of fibers on the microstructure and the mechanical behavior of ultra-high performance fiber-reinforced concretes. Compos Part B-Eng. 2016;86:214–20.

    Article  Google Scholar 

  3. Altoubat S, Rieder K-A, Junaid MT. Short- and long-term restrained shrinkage cracking of fiber reinforced concrete composite metal decks: an experimental study. Mater Struct. 2017;50(2):140.

    Article  Google Scholar 

  4. Lim YM, Wu HC, Li VC. Development of flexural composite properties and dry shrinkage behavior of high-performance fiber reinforced cementitious composites at early ages. ACI Mater J. 1999;96(1):20–6.

    Google Scholar 

  5. Shen DJ, Wen CY, Zhu PF, et al. Influence of Barchip fiber on early-age autogenous shrinkage of high-strength concrete internally cured with super absorbent polymers. Constr Build Mater. 2020;264.

    Google Scholar 

  6. Jiang JY, Yu YJ, Chu HY, et al. Simulation of the cracking and ablation behavior of ferro-siliceous and siliceous nuclear sacrificial concretes. J Wuhan Univ Technol-Mater Sci Ed. 2016;31(5):982–8.

    Article  Google Scholar 

  7. Wang JQ, Dai QL, Si RZ, et al. Mechanical, durability, and microstructural properties of macro synthetic polypropylene (PP) fiber-reinforced rubber concrete. J Clean Prod. 2019;234:1351–64.

    Article  Google Scholar 

  8. Shen DJ, Wen CY, Zhu PF, et al. Influence of Barchip fiber on early-age autogenous shrinkage of high strength concrete. Constr Build Mater. 2020; 256.

    Google Scholar 

  9. Sakthivel PB, Jagannathan A. Fibrous ferrocement composite with PVC-coated weld mesh and Barchip polyolefin fibers. Int J GEOMATE. 2012;3(2):381–8.

    Google Scholar 

  10. Assmann A, Reinhardt HW. Tensile creep and shrinkage of SAP modified concrete. Cem Concr Res. 2014;58:179–85.

    Article  Google Scholar 

  11. Wu YH. Experimental study on effect of polypropylene fiber on autogenous shrinkage of concrete. Nan**g: Hohai University; 2017 (in Chinese).

    Google Scholar 

  12. Wang WT. Study on tensile creep of concrete reinforced with polypropylene macro fiber at early age. Nan**g: Hohai University; 2020 (in Chinese).

    Google Scholar 

  13. Shi HF. Research on early age stress relaxation of concrete reinforced with plastic fibers. Nan**g: Hohai University; 2017 (in Chinese).

    Google Scholar 

  14. Shen DJ, Wen CY, Kang JC, et al. Early-age stress relaxation and cracking potential of high-strength concrete reinforced with Barchip fiber. Constr Build Mater. 2020;258: 119538.

    Article  Google Scholar 

  15. Zhao XG. Experimental study on evaluation of early-age cracking resistance of concrete reinforced with plastic fibers. Nan**g: Hohai University; 2016 (in Chinese).

    Google Scholar 

  16. Shen DJ, Wang WT, Liu JW, et al. Influence of Barchip fiber on early-age cracking potential of high performance concrete under restrained condition. Constr Build Mater. 2018;187:118–30.

    Article  Google Scholar 

  17. Shen DJ, Liu XZ, Zeng X et al. Effect of polypropylene plastic fibers length on cracking resistance of high performance concrete at early age. Constr Build Mater. 2020;244.

    Google Scholar 

  18. General Administration of Quality Supervision, Inspection and Quarantine of the People’s Republic of China. Common Portland Cement: GB 175—2007. Bei**g: Standards Press of China; 2018 (in Chinese).

    Google Scholar 

  19. Li JJ, Niu JG, Wan CJ, et al. Investigation on mechanical properties and microstructure of high performance polypropylene fiber reinforced lightweight aggregate concrete. Constr Build Mater. 2016;118:27–35.

    Article  Google Scholar 

  20. Sakthivel PB, Jagannathan A. Fibrous ferrocement composite with PVC-coated weld mesh and bar-chip polyolefin fibers. GEOMATE J. 2012;3(6):381–8.

    Google Scholar 

  21. Dawood ET, Ramli M. High strength characteristics of cement mortar reinforced with hybrid fibres. Constr Build Mater. 2011;25(5):2240–7.

    Article  Google Scholar 

  22. Song PS, Hwang S, Sheu BC. Strength properties of nylon-and polypropylene-fiber-reinforced concretes. Cem Concr Res. 2005;35(8):1546–50.

    Article  Google Scholar 

  23. Leung H, Balendran RV. Properties of fresh polypropylene fibre reinforced concrete under the influence of pozzolans. J Civ Eng Manag. 2003;9(4):271–9.

    Article  Google Scholar 

  24. Lim SN, Wee TH. Autogenous shrinkage of ground-granulated blast-furnace slag concrete. ACI Mater J. 2000;97:587–93.

    Google Scholar 

  25. Shen DJ, Liu C, Feng ZZ, et al. Influence of ground granulated blast furnace slag on the early-age anti-cracking property of internally cured concrete. Constr Build Mater. 2019;223:233–43.

    Article  Google Scholar 

  26. Wen CY, Shen DJ, Luo YY, et al. Early-age autogenous shrinkage and tensile creep of concrete reinforced with polypropylene macro fiber. J Sustain Cement-Based Mater. 2023;12(10): 1255-69.

    Google Scholar 

  27. Tazawa E, Miyazawa S. Prediction model for shrinkage of concrete including autogenous shrinkage. Creep, shrinkage and durability mechanics of concrete and other quasi-brittle materials. In: Proceedings of sixth international conference. Elsevier; 2001. p. 735–46.

    Google Scholar 

  28. Zhao YH, Xu BH, Chang JM. Addition of pre-wetted lightweight aggregate and steel/polypropylene fibers in high-performance concrete to mitigate autogenous shrinkage. Struct Concr. 2020;21(3):1134–43.

    Article  Google Scholar 

  29. Yap SP, Alengaram UJ, Jumaat M, et al. Enhancement of mechanical properties in polypropylene- and nylon-fibre reinforced oil palm shell concrete. Mater Des. 2013;49:1034–41.

    Google Scholar 

  30. Saje D, Bandelj B, Šušteršič J, et al. Shrinkage of polypropylene fiber-reinforced high-performance concrete. J Mater Civ Eng. 2011;23(7):941–52.

    Article  Google Scholar 

  31. Emdadi A, Mehdipour I, Libre NA, et al. Optimized workability and mechanical properties of FRCM by using fiber factor approach: theoretical and experimental study. Mater Struct. 2015;48:1149–61.

    Article  Google Scholar 

  32. Afroughsabet V, Biolzi L, Ozbakkaloglu T. High-performance fiber-reinforced concrete: a review. J Mater Sci. 2016;51:6517–51.

    Article  Google Scholar 

  33. Alrshoudi F, Mohammadhosseini H, Tahir MM, et al. Drying shrinkage and creep properties of prepacked aggregate concrete reinforced with waste polypropylene fibers. J Build Eng. 2020;32:101522.

    Article  Google Scholar 

  34. Zhou XY, Chen P, Jiao ZZ, et al. Effect of fibre dosage and stress-strength ratio on creep of polypropylene fibre-reinforced alkali-activated slag concrete. Mater Struct. 2021;54:193.

    Article  Google Scholar 

  35. Østergaard L, Lange DA, Altoubat SA, et al. Tensile basic creep of early-age concrete under constant load. Cem Concr Res. 2001;31(12):1895–9.

    Article  Google Scholar 

  36. Zhang Y, Zhao BH, Zhou SX, et al. Hindering effect of the fiber on the concrete’s anti-cracking performance. Res Appl Build Mater. 2007;9:16–8.

    Google Scholar 

  37. Zhao Q, Yu J, Geng G, et al. Effect of fiber types on creep behavior of concrete. Constr Build Mater. 2016;105:416–22.

    Article  Google Scholar 

  38. Hawreen A, Bogas JA. Creep, shrinkage and mechanical properties of concrete reinforced with different types of carbon nanotubes. Constr Build Mater. 2019;198:70–81.

    Article  Google Scholar 

  39. Yuan Z, Jia Y. Mechanical properties and microstructure of glass fiber and polypropylene fiber reinforced concrete: an experimental study. Constr Build Mater. 2021;266:121048.

    Google Scholar 

  40. Gong J, Zeng W, Zhang W. Influence of shrinkage-reducing agent and polypropylene fiber on shrinkage of ceramsite concrete. Constr Build Mater. 2018;159:155–63.

    Article  Google Scholar 

  41. Wang K, Shah SP, Phuaksuk P. Plastic shrinkage cracking in concrete materials—influence of fly ash and fibers. Mater J. 2001;98(6):458–64.

    Google Scholar 

  42. Bissonnette B, Pigeon M, Vaysburd AM. Tensile creep of concrete: study of its sensitivity to basic parameters. ACI Mater J. 2007;104(4):360.

    Google Scholar 

  43. Rossi P, Tailhan JL, Le Maou F. Comparison of concrete creep in tension and in compression: Influence of concrete age at loading and drying conditions. Cem Concr Res. 2013;51:78–84.

    Article  Google Scholar 

  44. Khan I, Xu T, Castel A, et al. Early-age tensile creep and shrinkage-induced cracking in internally restrained concrete members. Mag Concr Res. 2019;71(22):1167–79.

    Article  Google Scholar 

  45. Das CS, Dey T, Dandapat R, et al. Performance evaluation of polypropylene fibre reinforced recycled aggregate concrete. Constr Build Mater. 2018;189:649–59.

    Article  Google Scholar 

  46. Zhou BR, Han DD, Yang JH, et al. Effects of two polypropylene fibers on the properties of high strength concrete. In: Applied mechanics and materials. vol. 357. Trans Tech Publications Ltd.; 2013. p. 1328–31.

    Google Scholar 

  47. Ma Y, Yang X, Hu J, et al. Accurate determination of the “time-zero” of autogenous shrinkage in alkali-activated fly ash/slag system. Compos B Eng. 2019;177: 107367.

    Article  Google Scholar 

  48. Bažant ZP, Baweja S. Creep and shrinkage prediction model for analysis and design of concrete structures-model B3. vol. 194. ACI Special Publications; 2000. p. 1–84.

    Google Scholar 

  49. Arezoumandi M, Volz JS. A comparative study of the mechanical properties, fracture behavior, creep, and shrinkage of high-volume fly ash concrete. J Sustain Cement-Based Mater. 2013;2(3–4):173–85.

    Article  Google Scholar 

  50. Wei Y, Hansen W. Tensile creep behavior of concrete subject to constant restraint at very early ages. J Mater Civ Eng. 2013;25(9):1277–84.

    Article  Google Scholar 

  51. Wei Y, Guo W, Liang S. Microprestress-solidification theory-based tensile creep modeling of early-age concrete: considering temperature and relative humidity effects. Constr Build Mater. 2016;127:618–26.

    Google Scholar 

  52. Nakov D, Markovski G, Arangjelovski T, et al. Experimental and analytical analysis of creep of steel fibre reinforced concrete. Periodica Polytech Civil Eng. 2017;226–31.

    Google Scholar 

  53. Lin ST, Huang R, Chang CY. Effect of water soluble polymers on the early age shrinkage of cementitious composites by using the ring test method. Mater Chem Phys. 2010;121(3):440–6.

    Article  Google Scholar 

  54. Liu HJ, Tu LQ, Qin MQ, et al. Research on early cracking sensitivity of polypropylene fiber reinforced concrete. World Build Mater. 2009;30(1):41–4 (in Chinese).

    Google Scholar 

  55. Shah HR, Weiss J. Quantifying shrinkage cracking in fiber reinforced concrete using the ring test. Mater Struct. 2006;39(9):887–99.

    Article  Google Scholar 

  56. ASTM International. Standard test method for autogenous strain of cement paste and mortar: ASTM C1581/C1581M-18a. West Conshohocken: ASTM International; 2019.

    Google Scholar 

  57. Attiogbe EK, See HT, Miltenberger MAJCC, et al. Potential for restrained shrinkage cracking of concrete and mortar. Cement Concr Aggr. 2004;26(2):1–8.

    Article  Google Scholar 

  58. Shen DJ, Kang JC, Yi XJ, et al. Effect of double hooked-end steel fiber on early-age cracking potential of high strength concrete in restrained ring specimens. Constr Build Mater. 2019;223:1095–105.

    Article  Google Scholar 

  59. Mohammadhosseini H, Alyousef R, Abdul Shukor Lim NH, et al. Creep and drying shrinkage performance of concrete composite comprising waste polypropylene carpet fibres and palm oil fuel ash. J Build Eng. 2020;30:101250.

    Google Scholar 

  60. Brooks JJ, Neville AM. Relaxation of stress in concrete and its relation to creep. ACI Struct J. 1976;73(4):227–32.

    Google Scholar 

  61. Zhang T, Qin WZ. Tensile creep due to restraining stresses in high-strength concrete at early ages. Cem Concr Res. 2006;36(3):584–91.

    Article  Google Scholar 

  62. Topcu IB, Canbaz M. Effect of different fibers on the mechanical properties of concrete containing fly ash. Constr Build Mater. 2007;21(7):1486–91.

    Article  Google Scholar 

  63. Saje D, Bandelj B, Sustersic J, et al. Shrinkage of polypropylene fiber-reinforced high-performance concrete. J Mater Civ Eng. 2011;23(7):941–52.

    Article  Google Scholar 

  64. Tazawa E, Miyazawa S. Influence of cement and admixture on autogenous shrinkage of cement paste. Cem Concr Res. 1995;25(2):281–7.

    Article  Google Scholar 

  65. Kanstad T, Hammer TA, Bjontegaard O, et al. Mechanical properties of young concrete: Part I: Experimental results related to test methods and temperature effects. Mater Struct. 2003;36(258):218–25.

    Article  Google Scholar 

  66. Zhang J. Modeling of the influence of fibers on creep of fiber reinforced cementitious composite. Compos Sci Technol. 2003;63(13):1877–84.

    Article  Google Scholar 

Download references

Author information

Authors and Affiliations

Authors

Rights and permissions

Reprints and permissions

Copyright information

© 2024 Science Press

About this chapter

Check for updates. Verify currency and authenticity via CrossMark

Cite this chapter

Shen, D. (2024). Early-age Cracking Control on Concrete with Polypropylene Fiber. In: Early-age Cracking Control on Modern Concrete. Springer, Singapore. https://doi.org/10.1007/978-981-97-1495-7_9

Download citation

  • DOI: https://doi.org/10.1007/978-981-97-1495-7_9

  • Published:

  • Publisher Name: Springer, Singapore

  • Print ISBN: 978-981-97-1494-0

  • Online ISBN: 978-981-97-1495-7

  • eBook Packages: EngineeringEngineering (R0)

Publish with us

Policies and ethics

Navigation