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Novel water permeability device for reinforced concrete under load

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Abstract

The presence of cracks in reinforced concrete structures is recognized to increase the penetration of water and aggressive agents into concrete and thus accelerate its deterioration. In order to gain knowledge on the influence of cracking on concrete durability and assess admissible loads to ensure long-term performance of structures, an innovative water permeability device was developed to estimate water flow in plain and cracked reinforced concrete. Permeability measurements were taken simultaneously with the application of a uniaxial tensile load on the testing specimen. The device permitted the estimation of the average stress in the reinforcing bar and the maximum crack opening in the concrete specimen. The experimental program comprised studies on result repeatability and the influence of testing parameters, such as pressure gradient, pressure regulation, loading rate and loading control mode. Test results showed that the modification of the testing parameters had a negligible impact on water permeability. Moreover, correlations were established between the water permeability, the average stress in the steel reinforcement, and the crack opening width in the reinforced concrete. Analysis of the results demonstrated the potential of the research results to improve the design criteria of reinforced concrete at serviceability limit states.

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References

  1. ACI (2003) Building code requirements for structural concrete (ACI 318-02) and commentary (ACI 318R-02), (American Concrete Institute). In. Detroit, USA

  2. Al-Fayadh S (1997) Cracking behaviour of reinforced concrete tensile members. In: Noghabai LEaK (ed) Research report: tension of reinforced concrete prisms, vol 13. Division of Structural Engineering, Lulea University of Technology, pp 1–122

  3. Aldea CM, Ghandehari M, Shah SP, Karr A (2000) Estimation of water flow through cracked concrete under load. ACI Mater J 97:567–575

    Google Scholar 

  4. Aldea CM, Shah SP, Karr A (1999) Water permeability of cracked high strength concrete. Mater Struct 32:370–376

    Article  Google Scholar 

  5. BAEL (1999) Règles bael 91 modifiées 99—règles techniques de conception et de calcul des ouvrages et constructions en béton armé suivant la méthode des états-limites. Eyrolles, édition 2000, 333 pp

  6. Banthia N, Bhargava A (2007) Permeability of stressed concrete and role of fiber reinforcement. ACI Mater J 104:70–76

    Google Scholar 

  7. Bhargava A, Banthia N (2008) Permeability of concrete with fiber reinforcement and service life predictions. Mater Struct 41:363–372

    Article  Google Scholar 

  8. Breysse D, Gérard B (1997) Transport of fluids in cracked media. In: Reinhardt HW (ed) Rilem report 16—penetration and permeability of concrete: barriers toorganic and contaminating liquids, vol 16. E & FN Spon, Stuttgart, Germany, pp 123–154

  9. BS (1997) Structural use of concrete—part 2: code of practice for special circumstances—BS 8110-2:1985 (British Standards Institution)

  10. Charron JP, Denarié E, Brühwiler E (2008) Transport properties of water and glycol in an ultra high performance fiber reinforced concrete (UHPFRC) under high tensile deformation. Cem Concr Res 38:689–698

    Article  Google Scholar 

  11. CSA (2004) Design of concrete structures standard—CAN/CSA-A23.3-04. Canadian Standards Association, Mississauga, Ontario, Canada

    Google Scholar 

  12. CSA (2006) Canadian highway bridge—design code—CAN/CSA-S6-06. Canadian Standards Association, Mississauga, Ontario, Canada

    Google Scholar 

  13. CSA (2009) Concrete materials and methods of concrete construction CAN/CSA-A23.1-09. Canadian Standards Association, Mississauga, Ontario, Canada

    Google Scholar 

  14. Elfgren L, Noghabai K (2002) Tension of reinforced concrete prisms. Bond properties of reinforcement bars embedded in concrete tie elements. Summary of a rilem round-robin investigatio arranged by tc 147-fmb ‘fracture mechanics to anchorage and bond’. Mater Struct 35:318–325

    Article  Google Scholar 

  15. Eurocode 2 (2005) Calcul des structures en béton—partie 1-1: Règles générales et règles pour les bâtiments—NF.EN.1992-1-1 (European Committee for Standardisation). In. Brussels

  16. Gérard B, Breysse D, Ammouche A, Houdusse O, Didry O (1996) Cracking and permeability of concrete under tension. Mater Struct 29(187):141–151

    Article  Google Scholar 

  17. Gérard B, Reinhardt HW, Breysse D (1997) Measured transport in cracked concrete. In: Reinhardt HW (ed) Rilem report 16—penetration and permeability of concrete: barriers to organic and contaminating liquids, vol 16. E & FN Spon, Stuttgart, Germany, pp 265–324

  18. Hooton RD (1989) What is needed in a permeability test for evaluation of concrete quality, proceedings. In: Pore structure and permeability of cementitious materials. Materials Research Society, Boston, MA, USA. pp 141–150

  19. Hoseini M, Bindiganavile V, Banthia N (2009) The effect of mechanical stress on permeability of concrete: a review. Cem Concr Compos 31:213–220

    Article  Google Scholar 

  20. Kermani A (1991) Permeability of stressed concrete. Build Res Inf 19:360–366

    Article  Google Scholar 

  21. Lawler JS, Zampini D, Shah SP (2002) Permeability of cracked hybrid fiber-reinforced mortar under load. ACI Mater J 99:379–385

    Google Scholar 

  22. Picandet V, Khelidj A, Bellegou H (2009) Crack effects on gas and water permeability of concretes. Cem Concr Res 39:537–547

    Article  Google Scholar 

  23. Rapoport J, Aldea CM, Shah SP, Asce M, Ankenman B, Karr A (2002) Permeability of cracked steel fiber-reinforced concrete. J Mater Civ Eng 14:355–358

    Article  Google Scholar 

  24. Reinhardt HW, Sosoro M, Zhu XF (1998) Cracked and repaired concrete subjected to fluid penetration. Mater Struct 31:74–83

    Article  Google Scholar 

  25. SIA (2004) Norme 262-1—construction en béton—spécifications complémentaires. Société Suisse des Ingénieurs et Architectes, Zurich

    Google Scholar 

  26. Tsukamoto M, Wörner J-D (1991) Permeability of cracked fibre-reinforced concrete. Ann J Concr Concr Struct 6:123–135

    Google Scholar 

  27. Wang K, Jansen DC, Shah SP, Karr AF (1997) Permeability study of cracked concrete. Cem Concr Res 27(3):381–393

    Article  Google Scholar 

Download references

Acknowledgments

The research project was financially supported by the Québec Research Fund on Nature and Technology (FQRNT). Authors acknowledge material donations of Holcim and Sika for the project.

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Correspondence to J.-P. Charron.

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Desmettre, C., Charron, JP. Novel water permeability device for reinforced concrete under load. Mater Struct 44, 1713–1723 (2011). https://doi.org/10.1617/s11527-011-9729-6

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