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Tytuł artykułu

Influence of the air-entraining agent in the concrete coating on the reinforcement corrosion process in case of simultaneous action of chlorides and frost

Autorzy
Identyfikatory
Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
The paper presents the test results to evaluate the effect of air-entraining agent addition on the intensity of reinforcement corrosion in concrete with blast-furnace slag cement in the case of simultaneous action of chloride corrosion and frost. Two groups of reinforced concrete specimens were prepared for the study. The first group of specimens included air-entraining agent addition and the other group was prepared without air-entraining agent. The blast-furnace slag cement (CEM III/A) was used for the specimens. Two parallel reinforcing rods were placed in each specimen. The specimens were subjected to 120 cycles of freezing and thawing in 3% NaCl solution to induce corrosion on the reinforcement. To determine the occurrence of the reinforcement corrosion and estimate the corrosion activity the non-destructive electrochemical galvanostatic pulse method was used. On each specimen the corrosion current density of the reinforcement was measured as well as the reinforcement stationary potential and the concrete coating resistivity, i.e. values indicating the ongoing reinforcement corrosion. Measurements were made on all specimens in two steps: before freezing and thawing cycles in 3% NaCl solution and after the cycles. The analysis of the obtained results allowed to determine differences in corrosion processes intensity on the reinforced bars in the concrete specimens depending on whether or not the air-entraining agent was added. Based on the analysis it was found that in the case of simultaneous action of chloride corrosion and frost it is advisable to use both blast-furnace slag cement and air-entraining agent. The use of only blast-furnace slag cement (although it is a chloride resistant cement), without the addition of air-entraining agent is insufficient.
Rocznik
Strony
13--19
Opis fizyczny
Bibliogr. 17 poz., rys., tab., wykr.
Twórcy
  • Kielce University of Technology, Faculty of Civil Engineering and Architecture, Department of Strength of Materials, Concrete Structures and Bridges, 25-314 Kielce, Poland
Bibliografia
  • 1. Ahmad S., Reinforcement corrosion in concrete structures, its monitoring and service life prediction - a review. Cement & Concrete Composites 25(4-5) (2003) 459-471.
  • 2. Shi XM., Xie N, Fortunate KJ., Gong J., Durability of steel reinforced concrete in chloride environments: An overview. Constructions and Buildings Materials 30 (2012) 125-138.
  • 3. Andrade C., Alonso C., Molina F.J., Cover cracking as a function of bar corrosion. Part I. Experimental test. Materials and Structures 26(8) (1993) 453-464.
  • 4. Koteš P., Brodňan M., Bahleda F., Diagnostics of corrosion on a real bridge structure. Advances in Materials Science and Engineering 1 (2016) 1-10.
  • 5. Bacharz M., Goszczyńska B., Trąmpczyński W., Analysis of destructive processes in unloaded early-age concrete with the acoustic emission method. Procedia Engineering 108 (2015) 245-253.
  • 6. Owsiak Z., Grzmil W., The influence of carbonation of self-compacting concrete with granulated blastfurnace slag addition on its chosen properties. Cement Wapno Beton 79 (2013) 137-144.
  • 7. Brodňan M., Bahleda F., Koteš P., Analysis of mechanical properties of concrete of frozen and unfrozen specimens. Procedia Engineering 91 (2014) 435-440.
  • 8. Kotwa A., Spychał E., Influence of mineral additives properties of concrete. Structure and Environment 8 (2016) 15-20.
  • 9. Garbacik A., Drozdz W., Giergiczny Z., Special cements and concrete durability. Underground Infrastructure of Urban Areas 3 (2015) 13-20.
  • 10. Divsholi B.S., Lim T.Y.D., Teng S., Durability properties and microstructure of ground granulated blast furnace slag cement concrete. International Journal of Concrete Structures and Materials 8 (2014) 157-164.
  • 11. Boos P., Giergiczny Z., Testing the frost resistance of concrete with different cement types - experience from laboratory and practice. Architecture Civil Engineering Environment 2 (2010) 41-51.
  • 12. Giergiczny Z., Baran T., Dziuk D., Ostrowski M., The increase of concrete frost resistance by using cement with air-entraining agent. Cement Wapno Beton 21 (2016) 96-104.
  • 13. Molendowska A., Wawrzeńczyk J., Freeze – thaw resistance of air-entrained high strength concrete. Structure and Environment 9(1) (2017) 25-33.
  • 14. Information on http://www.germann.org/TestSystems/GalvaPulse/GalvaPulse.pdf, 2009.
  • 15. Grzmil W., Raczkiewicz W., Evaluation of the effect of cement type on the carbonation of concrete and the corrosion of reinforcement in reinforced concrete samples. Cement Wapno Beton 22(4) (2017) 311-319.
  • 16. Song H.W., Saraswathy V., Corrosion monitoring of reinforced concrete structures - A review. International Journal of Electrochemical Science 2 (2007) 1-28.
  • 17. Raczkiewicz W., Effect of concrete addition of selected micro-fibers on the reinforcing bars corrosion in the reinforced concrete specimens. Advances in Materials Science 16(3) (2016) 38-46.
Uwagi
PL
Opracowanie rekordu w ramach umowy 509/P-DUN/2018 ze środków MNiSW przeznaczonych na działalność upowszechniającą naukę (2019).
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-804a6ae2-1570-49a6-a8e4-b0b4afe082ce
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