Chloride threshold level for corrosion of steel in concrete
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[1] Antoine E. Naaman,et al. Innovative Bridge Deck System Using High-Performance Fiber-Reinforced Cement Composites , 2004 .
[2] A. Bautista,et al. Protection of Steel Embedded in Chloride-Containing Concrete by means of Inhibitors , 1998 .
[3] M. Maslehuddin,et al. LONG-TERM PERFORMANCE OF FUSION-BONDED EPOXY-COATED STEEL BARS IN CHLORIDE-CONTAMINATED CONCRETE , 2004 .
[4] Fabio Carassiti,et al. Evaluation of chloride content in concrete by X-ray fluorescence , 1997 .
[5] Carolyn M. Hansson,et al. Corrosion inhibitors in concrete Part II: Effect on chloride threshold values for corrosion of steel in synthetic pore solutions , 1999 .
[6] Michael M Sprinkel,et al. ESTIMATING THE SERVICE LIFE OF EPOXY-COATED REINFORCING STEEL , 1998 .
[7] O. A. Kayyali,et al. THE C1-/OH- RATIO IN CHLORIDE-CONTAMINATED CONCRETE - A MOST IMPORTANT CRITERION , 1995 .
[8] A. Neville. Properties of Concrete , 1968 .
[9] J. B. Newman,et al. An assessment of four methods of determining the free chloride content of concrete , 1990 .
[10] Marta Castellote,et al. Potentiostatic determination of chloride threshold values for rebar depassivation: Experimental and statistical study , 2004 .
[11] N Gowripalan,et al. Chloride-ion induced corrosion of galvanized and ordinary steel reinforcement in high-performance concrete , 1998 .
[12] Corrosion of Reinforcement in Concrete , 1998 .
[13] C Arya,et al. PROBLEM OF PREDICTING RISK OF CORROSION OF STEEL IN CHLORIDE CONTAMINATED CONCRETE , 1990 .
[14] A. Bentur. Steel corrosion in concrete , 1997 .
[15] K C Clear,et al. Effectiveness of epoxy-coated reinforcing steel , 1992 .
[16] Rasheeduzzafar,et al. Corrosion Resistance Performance of Fly Ash Blended Cement Concrete , 1994 .
[17] C. K. Nmai,et al. Comparative Evaluation of Corrosion-Inhibiting Chemical Admixtures for Reinforced concrete , 1994 .
[18] A. K. Suryavanshi,et al. The binding of chloride ions by sulphate resistant portland cement , 1995 .
[19] Stephen R. Yeomans,et al. Bond of ribbed galvanized reinforcing steel in concrete , 2000 .
[20] J. D. Scantlebury,et al. Retarding of corrosion processes on reinforcement bar in concrete with an FBE coating , 2002 .
[21] N. S. Rengaswamy,et al. Effect of prior damage on the performance of cement based coatings on rebar: macrocell corrosion studies , 2000 .
[22] Omar Saeed Baghabra Al-Amoudi,et al. Effectiveness of corrosion inhibitors in contaminated concrete , 2003 .
[23] W G Hime,et al. CHLORIDE PROFILES IN SALTY CONCRETE , 1985 .
[24] D. Hausmann,et al. STEEL CORROSION IN CONCRETE -- HOW DOES IT OCCUR? , 1967 .
[25] Josef Tritthart,et al. Chloride binding in cement II. The influence of the hydroxide concentration in the pore solution of hardened cement paste on chloride binding , 1989 .
[26] K C Clear,et al. TIME TO CORROSION OF REINFORCING STEEL IN CONCRETE SLABS , 1973 .
[27] C. Hansson,et al. Pore solution expression as a method to determine the influence of mineral additives on chloride binding , 1986 .
[28] G. Glass,et al. Corrosion inhibition in concrete arising from its acid neutralisation capacity , 2000 .
[29] S. Jang,et al. Experimental investigation of the threshold chloride concentration for corrosion initiation in reinforced concrete structures , 2003 .
[30] Nick R. Buenfeld,et al. An investigation of experimental methods used to determine free and total chloride contents , 1996 .
[31] C. Page. Mechanism of corrosion protection in reinforced concrete marine structures , 1975, Nature.
[32] Rasheeduzzafar,et al. Factors affecting threshold chloride for reinforcement corrosion in concrete , 1995 .
[33] G. Glass,et al. The presentation of the chloride threshold level for corrosion of steel in concrete , 1997 .
[34] Michael D.A. Thomas,et al. Performance of pfa concrete in a marine environment––10-year results , 2004 .
[35] Josef Tritthart,et al. Chloride binding in cement I. Investigations to determine the composition of porewater in hardened cement , 1989 .
[36] Nick R. Buenfeld,et al. The participation of bound chloride in passive film breakdown on steel in concrete , 2000 .
[37] I. Kondratova,et al. Accelerated testing of plain and epoxy-coated reinforcement in simulated seawater and chloride solutions , 2001 .
[38] MikiI Funahashi. Predicting Corrosion-Free Service Life of a Concrete Structure in a Chloride Environment , 1990 .
[39] The determination of the chloride content of concrete , 1985 .
[40] Stephen R. Yeomans,et al. Bond and slip of coated reinforcement in concrete , 1995 .
[41] Evan C. Bentz,et al. Effects of Curing on Chloride Ingress and Implications on Service Life , 2002 .
[42] Brian B. Hope,et al. Corrosion Inhibitors for Use in Concrete , 1989 .
[43] Kwj Treadaway,et al. DURABILITY OF CORROSION RESISTING STEELS IN CONCRETE. , 1989 .
[44] Neal S. Berke. Corrosion Inhibitors in Concrete , 1991 .
[45] C. Andrade,et al. Effect of Carbonation, Chlorides and Relative Ambient Humidity on the Corrosion of Galvanized Rebars Embedded in Concrete , 1982 .
[46] M. Vazquez,et al. Chloride induced corrosion of reinforcing steel evaluated by concrete resistivity measurements , 2004 .
[47] C. L. Page,et al. The influence of different cements on chloride-induced corrosion of reinforcing steel , 1986 .
[48] C. Page,et al. Aspects of the electrochemistry of steel in concrete , 1982, Nature.
[49] Ravindra K. Dhir,et al. Chloride binding in GGBS concrete , 1996 .
[50] T. Yonezawa,et al. Pore Solution Composition and Chloride Effects on the Corrosion of Steel in Concrete , 1988 .
[51] Moetaz M. El-Hawary,et al. Evaluation of bond strength of epoxy-coated bars in concrete exposed to marine environment , 1999 .
[52] L E Wood,et al. EFFECTIVENESS OF CORROSION INHIBITORS AND THEIR INFLUENCE ON THE PHYSICAL PROPERTIES OF PORTLAND CEMENT MORTARS , 1970 .
[53] Theodore W. Bremner,et al. Influence of calcium nitrite inhibitor and crack width on corrosion of steel in high performance concrete subjected to a simulated marine environment , 2004 .
[54] Neal S. Berke,et al. Predicting long-term durability of steel reinforced concrete with calcium nitrite corrosion inhibitor , 2004 .
[55] Richard J. Kessler,et al. CORROSION OF EPOXY-COATED REBAR IN A MARINE ENVIRONMENT , 1993 .
[56] V. Gouda. Corrosion and Corrosion Inhibition of Reinforcing Steel: I. Immersed in Alkaline Solutions , 1970 .
[57] G. Glass,et al. A method of ranking the aggressive nature of chloride contaminated concrete , 2000 .
[58] Y. Cai,et al. Study of chloride binding and diffusion in GGBS concrete , 2003 .
[59] Simon A. Austin,et al. Chloride-induced reinforcement corrosion in blended cement concretes exposed to chloride-sulphate environments , 2002 .
[60] D. Stark. Measurement Techniques and Evaluation of Galvanized Reinforcing Steel in Concrete Structures in Bermuda , 1980 .
[61] Evan C. Bentz,et al. Effect of curign regimes on transport properties of mortar , 2002 .
[62] A M Rosenberg,et al. METHODS OF DETERMINING CORROSION SUSCEPTIBILITY OF STEEL IN CONCRETE , 1978 .
[63] G. Glass,et al. Backscattered electron imaging of the steel–concrete interface , 2001 .
[64] P. B. Bamforth,et al. The derivation of input data for modelling chloride ingress from eight-year UK coastal exposure trials , 1999 .
[65] G. Glass,et al. The influence of chloride binding on the chloride induced corrosion risk in reinforced concrete , 2000 .
[66] Carolyn M. Hansson,et al. Corrosion inhibitors in concrete: Part III. Effect on time to chloride-induced corrosion initiation and subsequent corrosion rates of steel in mortar , 2001 .
[67] David Trejo,et al. Accelerated Chloride Threshold Testing—Part II: Corrosion-Resistant Reinforcement , 2004 .
[68] K. Y. Ann,et al. Effect of calcium nitrite-based corrosion inhibitor in preventing corrosion of embedded steel in concrete , 2006 .
[69] F. P. Glasser,et al. Friedel’s salt, Ca2Al(OH)6(Cl,OH)·2H2O: its solid solutions and their role in chloride binding , 1998 .
[70] A. Rosenberg,et al. CORROSION INHIBITOR FORMULATED WITH CALCIUM NITRITE FOR USE IN REINFORCED CONCRETE , 1977 .
[71] Stuart Lyon,et al. CORROSION OF REINFORCEMENT STEEL EMBEDDED IN HIGH WATER-CEMENT RATIO CONCRETE CONTAMINATED WITH CHLORIDE , 1998 .
[72] P. Vassie. REINFORCEMENT CORROSION AND THE DURABILITY OF CONCRETE BRIDGES. , 1984 .
[73] R. François,et al. Quality of steel–concrete interface and corrosion of reinforcing steel , 2003 .
[74] Tarek Uddin Mohammed,et al. Performance of seawater-mixed concrete in the tidal environment , 2004 .
[75] Nick R. Buenfeld,et al. Neural network modelling of chloride binding , 1997 .
[76] Asuncion Bautista,et al. Analysis of the protective efficiency of galvanizing against corrosion of reinforcements embedded in chloride contaminated concrete , 1996 .
[77] Takayuki Hirai. Use of Continuous Fibers for Reinforcing Concrete , 1992 .
[78] Thierry Vidal,et al. Influence of steel–concrete interface quality on reinforcement corrosion induced by chlorides , 2003 .
[79] Michael D.A. Thomas,et al. Chloride thresholds in marine concrete , 1996 .
[80] Marta Castellote,et al. Chloride threshold dependence of pitting potential of reinforcements , 2002 .
[81] C. Andrade,et al. Chloride threshold values to depassivate reinforcing bars embedded in a standardized OPC mortar , 2000 .
[82] A. Malik,et al. Studies on the performance of migratory corrosion inhibitors in protection of rebar concrete in Gulf seawater environment , 2004 .
[83] Marta Castellote,et al. Accelerated simultaneous determination of the chloride depassivation threshold and of the non-stationary diffusion coefficient values , 2002 .