Skip to main content

Non-uniformity of Porous Band in Steel-Concrete Interface and Its Influence on Formation of Corrosion Products

  • Conference paper
  • First Online:
ACMSM25

Part of the book series: Lecture Notes in Civil Engineering ((LNCE,volume 37))

  • 2625 Accesses

Abstract

Steel-concrete interface microstructure plays an important role in the process of corrosion and concrete cover cracking. In this paper, porous band in the steel-concrete interface is quantitatively investigated using Backscattered electron (BSE) imaging. Corrosion of steel is induced by using impressed current, and then corrosion products at the porous band are quantitatively measured using BSE imaging. The results show that both porous band and corrosion products are non-uniformly distributed around steel bar surface. The non-uniform distribution of corrosion products is in line with that of porous band, suggesting that the non-uniformity of corrosion products layer is due to the porous band in the steel-concrete interface. The results also show that the thickness of corrosion products layer at the interface is also significantly affected by that of porous band.

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

Access this chapter

Chapter
USD 29.95
Price excludes VAT (USA)
  • Available as PDF
  • Read on any device
  • Instant download
  • Own it forever
eBook
USD 189.00
Price excludes VAT (USA)
  • Available as EPUB and PDF
  • Read on any device
  • Instant download
  • Own it forever
Softcover Book
USD 249.99
Price excludes VAT (USA)
  • Compact, lightweight edition
  • Dispatched in 3 to 5 business days
  • Free shipping worldwide - see info
Hardcover Book
USD 329.99
Price excludes VAT (USA)
  • Durable hardcover edition
  • Dispatched in 3 to 5 business days
  • Free shipping worldwide - see info

Tax calculation will be finalised at checkout

Purchases are for personal use only

Institutional subscriptions

References

  1. Cao C, Cheung MMS (2014) Non-uniform rust expansion for chloride-induced pitting corrosion in RC structures. Constr Build Mater 51:75–81

    Article  Google Scholar 

  2. Chen F, Baji H, Li CQ (2018a) A comparative study on factors affecting time to cover cracking as a service life indicator. Constr Build Mater 163:681–694

    Article  Google Scholar 

  3. Chen F, Baji H, Li CQ, Ma BG (2018b) Quantification of steel-concrete interface in reinforced concrete using backscattered electron imaging technique. Constr Build Mater 179:420–429

    Article  Google Scholar 

  4. Chun-Qing L, Melchers RE, Jian-Jun Z (2006) Analytical model for corrosion-induced crack width in reinforced concrete structures. Aci Struct J 103(4):479

    Google Scholar 

  5. Diamond S, Huang J (2001) The ITZ in concrete—a different view based on image analysis and SEM observations. Cement Concr Compos 23(2):179–188

    Article  Google Scholar 

  6. Du X, Jin L, Zhang R (2014) Modeling the cracking of cover concrete due to non-uniform corrosion of reinforcement. Corros Sci 89:189–202

    Article  Google Scholar 

  7. Forbes C, Evans M, Hastings N, Peacock B (2010) Student’s t distribution. Statistical distributions. Wiley, pp 183–186

    Google Scholar 

  8. Head MK, Buenfeld NR (2006) Measurement of aggregate interfacial porosity in complex, multi-phase aggregate concrete: binary mask production using backscattered electron, and energy dispersive X-ray images. Cem Concr Res 36(2):337–345

    Article  Google Scholar 

  9. Li CQ, Melchers RE, Zheng J-J (2006) Analytical model for corrosion-induced crack width in reinforced concrete structures. Aci Struct J 103(4)

    Google Scholar 

  10. Liu T, Weyers RW (1998a) Modeling the dynamic corrosion process in chloride contaminated concrete structures. Cem Concr Res 28(3):365–379

    Article  Google Scholar 

  11. Liu Y, Weyers RE (1998b) Modeling the time-to-corrosion cracking in chloride contaminated reinforced concrete structures. ACI Mater J 95(6):675–681

    Google Scholar 

  12. Lu C, Zhao Y, Jin W (2010) Modeling of time to corrosion-induced cover cracking in reinforced concrete structures. J Build Struct 31(2):85–92

    Google Scholar 

  13. Page CL (1975) Mechanism of corrosion protection in reinforced concrete marine structures. Nature 258(5535):514–515

    Article  Google Scholar 

  14. Scrivener KL, Bentur A, Pratt P (1988) Quantitative characterization of the transition zone in high strength concretes. Adv Cem Res 1(4):230–237

    Article  Google Scholar 

  15. Wong HS, Zhao YX, Karimi AR, Buenfeld NR, Jin WL (2010) On the penetration of corrosion products from reinforcing steel into concrete due to chloride-induced corrosion. Corros Sci 52(7):2469–2480

    Article  Google Scholar 

  16. Yuan Y, Ji Y (2009) Modeling corroded section configuration of steel bar in concrete structure. Constr Build Mater 23(6):2461–2466

    Article  Google Scholar 

  17. Zhao Y, Yu J, Wu Y, Jin W (2012) Critical thickness of rust layer at inner and out surface cracking of concrete cover in reinforced concrete structures. Corros Sci 59:316–323

    Article  Google Scholar 

Download references

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to F. Chen .

Editor information

Editors and Affiliations

Rights and permissions

Reprints and permissions

Copyright information

© 2020 Springer Nature Singapore Pte Ltd.

About this paper

Check for updates. Verify currency and authenticity via CrossMark

Cite this paper

Chen, F., Li, C.Q., Baji, H. (2020). Non-uniformity of Porous Band in Steel-Concrete Interface and Its Influence on Formation of Corrosion Products. In: Wang, C., Ho, J., Kitipornchai, S. (eds) ACMSM25. Lecture Notes in Civil Engineering, vol 37. Springer, Singapore. https://doi.org/10.1007/978-981-13-7603-0_70

Download citation

  • DOI: https://doi.org/10.1007/978-981-13-7603-0_70

  • Published:

  • Publisher Name: Springer, Singapore

  • Print ISBN: 978-981-13-7602-3

  • Online ISBN: 978-981-13-7603-0

  • eBook Packages: EngineeringEngineering (R0)

Publish with us

Policies and ethics