A study on the corrosion of reinforcing bars in alkali-activated fly ash mortars under wet and dry exposures to chloride solutions

Abstract This research investigates the corrosion protection afforded to the embedded rebars by room temperature-cured alkali-activated mortars, based on class F fly ash (FA), during wet and dry (w/d) exposures to 0.1 M NaCl solution. The results were compared to those obtained in a traditional cement-based mortar (REF). The rebar corrosion behaviour was characterized by corrosion potentials (E cor ) and potentiostatic polarization resistance (R p ) measurements, polarization curve recording and electrochemical impedance spectroscopy (EIS). The information collected suggested that FA mortars afforded a lower corrosion protection to the rebars and the reason was investigated by microstructural, physical–mechanical and chemical analyses of the mortars. FA mortars were found to undergo a fast carbonation, so that depassivation of the rebars occurred concurrently, in spite of a limited total chloride content inside these mortars. REF mortar was much less susceptible to carbonation and rebar corrosion started when a sufficiently high chloride concentration was built up.

[1]  Stefania Manzi,et al.  Corrosion behavior of steel in alkali-activated fly ash mortars in the light of their microstructural, mechanical and chemical characterization , 2016 .

[2]  John L. Provis,et al.  Spatial distribution of pores in fly ash-based inorganic polymer gels visualised by Wood’s metal intrusion , 2009 .

[3]  Stefania Manzi,et al.  Room temperature alkali activation of fly ash: The effect of Na2O/SiO2 ratio , 2014 .

[4]  Vicente Feliu,et al.  Equivalent circuit for modelling the steel-concrete interface. I. Experimental evidence and theoretical predictions , 1998 .

[5]  J. Provis Geopolymers and other alkali activated materials: why, how, and what? , 2014 .

[6]  Vesa Penttala,et al.  The pH measurement of concrete and smoothing mortar using a concrete powder suspension , 2004 .

[7]  J. Provis,et al.  Advances in understanding alkali-activated materials , 2015 .

[8]  Mohammed S. Imbabi,et al.  Trends and developments in green cement and concrete technology , 2012 .

[9]  Muhammad Fauzi Mohd. Zain,et al.  Durability of mortar and concrete containing alkali-activated binder with pozzolans: A review , 2015 .

[10]  Prabir Sarker,et al.  Use of OPC to improve setting and early strength properties of low calcium fly ash geopolymer concrete cured at room temperature , 2015 .

[11]  J. M. Bastidas,et al.  Corrosion behaviour of a Low Ni austenitic stainless steel in carbonated chloride-polluted alkali-activated fly ash mortar , 2014 .

[12]  Togay Ozbakkaloglu,et al.  Behavior of low-calcium fly and bottom ash-based geopolymer concrete cured at ambient temperature , 2015 .

[13]  M. Valcarce,et al.  Testing phosphate ions as corrosion inhibitors for construction steel in mortars , 2016 .

[14]  G. Ye,et al.  The pore structure and permeability of alkali activated fly ash , 2013 .

[15]  Bhupinder Singh,et al.  Geopolymer concrete: A review of some recent developments , 2015 .

[16]  John L. Provis,et al.  Influence of fly ash on the water and chloride permeability of alkali-activated slag mortars and concretes , 2013 .

[17]  John L. Provis,et al.  Technical and commercial progress in the adoption of geopolymer cement , 2012 .

[18]  Masayasu Ohtsu,et al.  Corrosion rate of ordinary and high-performance concrete subjected to chloride attack by AC impedance spectroscopy , 2006 .

[19]  Fernando Pacheco-Torgal,et al.  Durability of alkali-activated binders: A clear advantage over Portland cement or an unproven issue? , 2012 .

[20]  Frank Collins,et al.  Effect of pore size distribution on drying shrinkage of alkali-activated slag concrete , 2000 .

[21]  P. Refait,et al.  The mechanisms of oxidation of ferrous hydroxychloride β-Fe2(OH)3Cl in aqueous solution: The formation of akaganeite vs goethite , 1997 .

[22]  C. Monticelli,et al.  Electrochemical Study on Inhibitors of Rebar Corrosion in Carbonated Concrete , 2005 .

[23]  D. Bjegović,et al.  Long-term corrosion behaviour of stainless reinforcing steel in mortar exposed to chloride environment , 2013 .

[24]  James J. Beaudoin,et al.  Corrosion resistance of stainless steel in chloride contaminated concrete , 1996 .

[25]  C. Andrade,et al.  Impedance measurements on cement paste , 1997 .

[26]  J. Deventer,et al.  Understanding the relationship between geopolymer composition, microstructure and mechanical properties , 2005 .

[27]  S. Martínez-Ramírez,et al.  Corrosion rate and corrosion product characterisation using Raman spectroscopy for steel embedded in chloride polluted fly ash mortar , 2013 .

[28]  S. Simons,et al.  A review of accelerated carbonation technology in the treatment of cement-based materials and sequestration of CO2. , 2004, Journal of hazardous materials.

[29]  Jose M. Adam,et al.  Determining corrosion levels in the reinforcement rebars of buildings in coastal areas. A case study in the Mediterranean coastline , 2015 .

[30]  A. Fernández-Jiménez,et al.  A study on the passive state stability of steel embedded in activated fly ash mortars , 2008 .

[31]  J. Irvine,et al.  Electrochemical characteristics of reinforced concrete corrosion as determined by impedance spectroscopy , 1992 .

[32]  Stefano P. Trasatti,et al.  Electrochemical characterization of mild steel in alkaline solutions simulating concrete environment , 2015 .

[33]  Faiz Shaikh Effects of alkali solutions on corrosion durability of geopolymer concrete , 2014 .

[34]  H. Lee,et al.  Setting and mechanical properties of alkali-activated fly ash/slag concrete manufactured at room temperature , 2013 .

[35]  Á. Palomo,et al.  Compatibility studies between N-A-S-H and C-A-S-H gels. Study in the ternary diagram Na2O–CaO–Al2O3–SiO2–H2O , 2011 .

[36]  Adam Neville,et al.  Chloride attack of reinforced concrete: an overview , 1995 .

[37]  Ueli Angst,et al.  Critical Chloride Content in Reinforced Concrete: A Review , 2009 .

[38]  Ángel Palomo,et al.  Corrosion resistance in activated fly ash mortars , 2005 .

[39]  A. V. Riessen,et al.  Effect of mechanical activation of fly ash on the properties of geopolymer cured at ambient temperature , 2009 .