Skip to main content

Advertisement

Log in

Mechanical property evolution and chloride transport of steel fiber-reinforced concrete exposed to simulated marine environments

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

Abstract

The behavior of steel fiber-reinforced concrete (SFRC) exposed to simulated marine environments was investigated in this work. The cubic compressive strength as well as axial compressive and flexural properties of SFRC subjected to chloride attack was monitored over 36 months. Meanwhile, the chloride transport behavior in SFRC was also investigated. Furthermore, the effect of water-to-binder ratio (W/B), mineral admixtures, and exposure conditions on the mechanical properties and chloride transport of SFRC was analyzed. Results showed that many rust spots appeared on SFRC surfaces after 36 months of chloride attack, while the internal steel fibers remained intact despite chloride penetration depths over 20 mm. The SFRC specimens immersed in 3% NaCl solution for 36 months showed no decreases in their cubic compressive strengths, axial compressive strengths, flexural strengths and toughness as compared to unexposed specimens. However, the SFRC specimens exposed to drying-wetting cycles condition showed some slight degradations. In addition, the SFRC specimens with 20% fly ash showed higher chloride resistance than the specimens with 20% fly ash and 40% slag. This study provides more experimental data and evidences for the application of SFRC in a marine environment.

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

Similar content being viewed by others

References

  1. Marcos-Meson V, Fischer G, Edvardsen C, Skovhus TL, Michel A (2019) Durability of steel fibre reinforced concrete (SFRC) exposed to acid attack–a literature review. Constr Build Mater 200:490–501

    Article  Google Scholar 

  2. Okay F, Engin S (2012) Torsional behavior of steel fiber reinforced concrete beams. Constr Build Mater 28:269–275

    Article  Google Scholar 

  3. Gao DY, Gu ZQ, Wu CL (2020) Bending behavior and deflection prediction of high-strength SFRC beams under fatigue loading. J Mater Res Tech 9:6143–6159

    Article  Google Scholar 

  4. Yazıcı Ş, Arel HŞ (2013) Volkan Tabak, the effects of impact loading on the mechanical properties of the SFRCs. Constr Build Mater 41:68–72

    Article  Google Scholar 

  5. Brandt AM (2008) Fibre reinforced cement-based (FRC) composites after over 40 years of development in building and civil engineering. Compos Struct 86:3–9

    Article  Google Scholar 

  6. Raupach M, Dauberschmidt C, Eichler T (2004) Corrosion behaviour of steel fibres in concrete containing chlorides. In: EUROCORR 2004-European corrosion conference, long term prediction and modelling of corrosion, nice, 12–15 September

  7. Yazıcı Ş, İnan G, Tabak V (2007) Effect of aspect ratio and volume fraction of steel fiber on the mechanical properties of SFRC. Constr Build Mater 21:1250–1253

    Article  Google Scholar 

  8. Zhang SL, Zhang CS, Liao L (2019) Investigation on the relationship between the steel fibre distribution and the post-cracking behaviour of SFRC. Constr Build Mater 200:539–550

    Article  Google Scholar 

  9. Marcos-Meson V, Solgaard A, Fischer G, Edvardsen C, Michel A (2020) Pull-out behaviour of hooked-end steel fibres in cracked concrete exposed to wet-dry cycles of chlorides and carbon dioxide – mechanical performance. Constr Build Mater 240:117764

    Article  Google Scholar 

  10. Berrocal CG, Lundgren K, Löfgren I (2016) Corrosion of steel bars embedded in fibre reinforced concrete under chloride attack: state of the art. Cement Concr Res 80:69–85

    Article  Google Scholar 

  11. Chen G, Hadi MN, Gao DY, Zhao LP (2015) Experimental study on the properties of corroded steel fibres. Constr Build Mater 79:165–172

    Article  Google Scholar 

  12. Kosa K, Naaman AE (1990) Corrosion of steel fiber reinforced concrete. Mater J 87:27–37

    Google Scholar 

  13. Granju J, Balouch SU (2005) Corrosion of steel fibre reinforced concrete from the cracks. Cement Concr Res 35:572–577

    Article  Google Scholar 

  14. Balouch SU, Forth JP, Granju JL (2010) Surface corrosion of steel fibre reinforced concrete. Cement Concr Res 40:410–414

    Article  Google Scholar 

  15. Marcos-Meson V, Michel A, Solgaard A, Fischer G, Edvardsen C, Skovhus TL (2018) Corrosion resistance of steel fibre reinforced concrete—a literature review. Cement Concr Res 103:1–20

    Article  Google Scholar 

  16. Hwang JP, Jung MS, Kim M, Ann KY (2015) Corrosion risk of steel fibre in concrete. Constr Build Mater 101:239–245

    Article  Google Scholar 

  17. Anandan S, Manoharan SV, Sengottian T (2014) Corrosion effects on the strength properties of steel fibre reinforced concrete containing slag and corrosion inhibitor. Int J Corros 2014:1–7

    Article  Google Scholar 

  18. Pyo S, Koh T, Tafesse M, Kim HK (2019) Chloride-induced corrosion of steel fiber near the surface of ultra-high performance concrete and its effect on flexural behavior with various thickness. Constr Build Mater 224:206–213

    Article  Google Scholar 

  19. Song Q, Yu R, Shui Z, Rao S, Fan D, Gao X (2020) Macro/micro characteristics variation of ultra-high performance fibre reinforced concrete (UHPFRC) subjected to critical marine environments. Constr Build Mater 256:119458

    Article  Google Scholar 

  20. Mangat PS, Molloy BT (1994) Prediction of long term chloride concentration in concrete. Mater Struct 27:338

    Article  Google Scholar 

  21. Janotka I, Krajci Ľ, Komloš K, Frťalová D (1989) Chloride corrosion of steel fibre reinforcement in cement mortar. Int J Cem Compos Lightweight Concr 11:221–228

    Article  Google Scholar 

  22. Song YP, Song LY, Zhao GF (2004) Factors affecting corrosion and approaches for improving durability of ocean reinforced concrete structures. Ocean Eng 31:779–789

    Article  Google Scholar 

  23. Zhang MZ, Ye G (2010) Modelling of time dependency of chloride diffusion coefficient in cement paste. J Wuhan Univ Technol Mater Sci Ed 25:687–691

    Article  Google Scholar 

  24. Thomas MDA, Scott A, Bremner T, Bilodeau A, Day D (2008) Performance of slag concrete in marine environment. ACI Mater J 105:628–638

    Google Scholar 

  25. Gruber KA, Ramlochan T, Boddy A, Hooton RD, Thomas MDA (2001) Increasing concrete durability with high-reactivity metakaolin. Cem Concr Compos 23:479–484

    Article  Google Scholar 

  26. Shi XM, Xie N, Fortune K, Gong J (2012) Durability of steel reinforced concrete in chloride environments: an overview. Constr Build Mater 30:125–138

    Article  Google Scholar 

  27. Choi YS, Kim JG, Lee KM (2006) Corrosion behavior of steel bar embedded in fly ash concrete. Corros Sci 48:1733–1745

    Article  Google Scholar 

  28. Zhang JZ, Guo J, Li DH, Zhang YR, Bian F, Fang ZF (2017) The influence of admixture on chloride time-varying diffusivity and microstructure of concrete by low-field NMR. Ocean Eng 142:94–101

    Article  Google Scholar 

  29. Thomas MDA, Bamforth PB (1999) Modelling chloride diffusion in concrete: effect of fly ash and slag. Cem Concr Res 29:487–495

    Article  Google Scholar 

  30. Abbas S, Nehdi ML (2018) Mechanical behavior of RC and SFRC precast tunnel lining segments under chloride ions exposure. J Mater Civ Eng 30:04018047

    Article  Google Scholar 

  31. Shen XH, Liu QF, Hu Z, Jiang WQ, Lin XS, Hou DS, Hao P (2019) Combine ingress of chloride and carbonation in marine-exposed concrete under unsaturated environment: a numerical study. Ocean Eng 189:106350

    Article  Google Scholar 

  32. Santhanam M, Otieno M (2016) Deterioration of concrete in the marine environment. In: book Marine Concrete Structures: Design, Durability and Performance pp 137–149

  33. William AC, Julian C, Jhon CP (2017) Effect of chloride ion on the durability properties of RC-65/35-BN steel fiber reinforced concrete. Ing Invest Tech 18(2):139–147

    Google Scholar 

  34. Solgaard AOS, Küter A, Edvardsen C, Stang H, Geiker MR (2010) Durability aspects of steel fibre reinforced concrete in civil infrastructure. In: Proceedings of the 2nd international symposium on service life design for infrastructure, Delft, 4–6 October 2010, The Netherlands

  35. CECS 13 (2009) Standard test methods for fiber reinforced concrete, CECS 13:2009, China Plans Press, Beijing

  36. Jiao C, Sun W, Qin H (2004) Constitutive equation of SFRHSC under uniaxial compression. J Southeast Univ (Nat Sci Ed) 34(3):366–369

    Google Scholar 

  37. Gao D, Zhang L, Nokken M (2017) Compressive behavior of steel fiber reinforced recycled coarse aggregate concrete designed with equivalent cubic compressive strength. Constr Build Mater 141:235–244

    Article  Google Scholar 

  38. ASTM C1609–12 (2013) Standard test method for flexural performance of fiber-reinforced concrete (Using Beam With Third-Point Loading)

  39. Carrillo J, Pulido JC, Aperador W (2017) Flexural mechanical properties of steel fiber reinforced concrete under corrosive environments. Rev Ing Constr 32:59–72

    Article  Google Scholar 

  40. Feng J, Yin G, Tuo H, Wen C, Liu Z, Liang J, Zhang Y (2021) Uniaxial compressive behavior of hook-end steel and macro-polypropylene hybrid fibers reinforced recycled aggregate concrete. Constr Build Mater 304:124559

    Article  Google Scholar 

  41. Poupard O, Aitmokhtar A, Dumargue P (2004) Corrosion by chlorides in reinforced concrete: determination of chloride concentration threshold by impedance spectroscopy. Cem Concr Res 34:991–1000

    Article  Google Scholar 

  42. Qi B, Gao JM, Chen F, Shen DM (2018) Chloride penetration into recycled aggregate concrete subjected to wetting–drying cycles and flexural loading. Constr Build Mater 174:130–137

    Article  Google Scholar 

  43. Fu CQ, Zhou KW, Ling YF, Jin XY, Fang DM, Zhou JB (2020) Chloride transport behavior in bending-shear section of reinforced concrete beam under combined effect of load and environment. Constr Build. Mater. 257:119533

    Article  Google Scholar 

  44. Sutrisno W, Suprobo P, Wahyuni E, Iranata D (2016) Experimental test of chloride penetration in reinforced concrete subjected to wetting and drying cycle. Appl Mech Mater 851:846–851

    Article  Google Scholar 

  45. Abrycki M, Zajdzinski A (2012) Effect of fibres on corrosion of steel reinforcement (Ph. D. thesis) Göteborg: Chalmers University of Technology

  46. Frazão C, Camões A, Barros J, Goncalves D (2015) Durability of steel fiber reinforced self-compacting concrete. Constr Build Mater 80:155–166

    Article  Google Scholar 

  47. Nordström E (2005) Durability of sprayed concrete steel fibre corrosion in cracks, Lulea University of Technology

  48. Mangat PS, Molloy BT (2000) Size effect of reinforcement on corrosion initiation. In: Rossi P, Chanvillard G (eds) PRO 15 5th RILEM Symp. Fibre-reinforced concr-BEFIB’2000. RILEM Publications SARL, Lyon, pp 691–701

    Google Scholar 

  49. Papakonstantinou K, Shinozuka M (2013) Probabilistic model for steel corrosion in reinforced concrete structures of large dimensions considering crack effects. Eng Struct 57:306–326

    Article  Google Scholar 

  50. Bentur A, Berke N, Diamond S (1997) Steel corrosion in concrete: fundamentals and civil engineering practice. CRC Press, London

    Book  Google Scholar 

Download references

Acknowledgements

The authors gratefully acknowledge the financial support of the National Natural Science Foundation of China (No. 51808508 and 52078468).

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Danying Gao.

Ethics declarations

Conflict of interest

The authors declare that they have no conflicts of interest

Data availability

All experimental data that support the findings of this study can be obtained from the corresponding author

Additional information

Publisher's Note

Springer Nature remains neutral with regard to jurisdictional claims in published maps and institutional affiliations.

Rights and permissions

Reprints and permissions

About this article

Check for updates. Verify currency and authenticity via CrossMark

Cite this article

Yang, L., Zhang, Z., Gao, D. et al. Mechanical property evolution and chloride transport of steel fiber-reinforced concrete exposed to simulated marine environments. Mater Struct 55, 130 (2022). https://doi.org/10.1617/s11527-021-01806-7

Download citation

  • Received:

  • Accepted:

  • Published:

  • DOI: https://doi.org/10.1617/s11527-021-01806-7

Keywords

Navigation