Coupled effect of ambient high relative humidity and varying temperature marine environment on corrosion of reinforced concrete

Construction and Building Materials

Volumn 28, Issue 1, 2012, Pages 670-679

  Alhozaimy, Abdulrahman ^a   Hussain, Raja Rizwan ^a   Al Zaid, Rajeh ^a   Al Negheimish, Abdulaziz ^a  

^a KING SAUD UNIVERSITY   (Saudi Arabia)

Author keywords

Chloride induced corrosion; Coupled effect experimentation; High relative humidity; Reinforced concrete construction; Varying temperature

Indexed keywords

CHLORIDE CONCENTRATIONS; CHLORIDE INDUCED CORROSION; CONCRETE PORE; CONTROLLED EXPERIMENTATION; CORROSION POTENTIALS; CORROSION PRODUCTS; CORROSION REACTION; COUPLED EFFECT; HIGH HUMIDITY; HIGH TEMPERATURE; HIGH TEMPERATURE CONDITION; HIGH TEMPERATURE RANGE; MARINE ENVIRONMENT; MASS LOSS; PASSIVE LAYER; PORE SOLUTION; QUALITATIVE ANALYSIS; REDUCTION OF OXYGEN; RELATIVE HUMIDITIES; STABLE OXIDES; STEEL BARS; TEMPERATURE CONDITIONS; TURNING POINTS; VARYING TEMPERATURE;

CHLORINE COMPOUNDS; CONCRETE BUILDINGS; CONCRETE CONSTRUCTION; EXPERIMENTS; OXYGEN; QUALITY CONTROL; REINFORCED CONCRETE;

CORROSION;

EID: 82155186173     PISSN: 09500618     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.conbuildmat.2011.10.008     Document Type: Article

References (21)

1. Raja Rizwan Hussain, and Tetsuya Ishida Influence of connectivity of concrete pores and associated diffusion of oxygen on corrosion of steel under high humidity Constr Build Mater 24 6 2010 1014 1019
2. Raja Rizwan Hussain, and Tetsuya Ishida Development of numerical model for FEM computation of oxygen transport through porous media coupled with micro-cell corrosion model of steel in concrete structures Comput Struct J 88 9-10 2010 639 647
3. Raja Rizwan Hussain, and Tetsuya Ishida Experimental investigation of time dependent non linear 3D relationship between critical carbonation depth and corrosion of steel in carbonated concrete J Corros Eng, Sci Technol 2010 10.1179/147842210X1265964700708
4. Raja Rizwan Hussain, and Tetsuya Ishida Investigation of volumetric effect of coarse aggregate on corroding steel reinforcement at the interfacial transition zone of concrete KSCE J Civ Eng 15 1 2010 153 160
5. Raja Rizwan Hussain, and Tetsuya Ishida Enhanced electro-chemical corrosion model for reinforced concrete under severe coupled environmental action of chloride and temperature Constr Build Mater 25 3 2010 1305 1315
6. Raja Rizwan Hussain Enhanced classical tafel diagram model for corrosion of steel in chloride contaminated concrete and the non linear experimental effect of temperature Int J Concr Struct Mater 4 2 2010 71 75
7. Raja Rizwan Hussain, and Tetsuya Ishida Novel approach towards calculation of averaged activation energy based on arrhenius plot for modeling of the effect of temperature on chloride induced corrosion of steel in concrete J ASTM Int 7 5 2010 1 8 10.1520/JAI10266
8. R.R. Hussain Effect of moisture variation on oxygen consumption rate of corroding steel in chloride contaminated concrete Cem Concr Compos 33 1 2011 154 161
9. Raja Rizwan Hussain, and Tetsuya Ishida Induced macro-cell corrosion phenomenon in the simulated repaired reinforced concrete patch Aust J Civ Eng 8 1 2010 53 60
10. Raja Rizwan Hussain Underwater half-cell corrosion potential bench mark measurements of corroding steel in concrete influenced by a variety of material science and environmental engineering variables Meas J 44 2010 274 280
11. 2 transport model in extremely carbonated concrete Int J Comput Concr 8 2 2010 177 192
12. Marlova P. Kulakowski, Fernanda M. Pereira, and Denise C.C. Dal Molin Carbonation-induced reinforcement corrosion in silica fume concrete Constr Build Mater 23 3 2009 1189 1195
13. Mohamed Al-Mehthel, Salah Al-Dulaijan, Saleh H. Al-Idi, Mohammed Shameem, M.R. Ali, and Mohammed Maslehuddin Performance of generic and proprietary corrosion inhibitors in chloride-contaminated silica fume cement concrete Constr Build Mater 23 5 2009 1768 1774
14. V. Živica, L'. Krajci, L'. Bágel', and M. Vargová Significance of the ambient temperature and the steel material in the process of concrete reinforcement corrosion Constr Build Mater 11 2 1997 99 103 (Pubitemid 127420186)
15. Ibrahim M. Allam, Mohammed Maslehuddin, Huseyin Saricimen, and Abdulaziz I. Al-Mana Influence of atmospheric corrosion on the mechanical properties of reinforcing steel Constr Build Mater 8 1 1994 35 41
16. Oh Byung Hwan, Jang Bong Seok, Lee Seong Cheol. Chloride diffusion and corrosion initiation time of reinforced concrete structures. In: Proceedings of the international workshop on microstructure and durability, Sapporo, Japan; February 2004.
17. T. Uomoto Non-destructive testing in civ engineering 2000 Elsevier p. 671-8
18. ASTM C 876-91. Standard test method for half-cell potentials of uncoated reinforcing steel in concrete, ASTM, USA; 1999.
19. ASTM G1-03. Standard test practice for preparing, cleaning and evaluating corrosion test specimens, ASTM, USA; 2002.
20. D.A. Koleva, J. Hu, A.L.A. Fraaij, P. Stroeven, N. Boshkov, and J.H.W. de Wit Quantitative characterization of steel/cement paste interface microstructure and corrosion phenomena in mortars suffering from chloride attack Corros Sci 48 12 2006 4001 4019 (Pubitemid 44767677)
21. Koleva DA, Hu J, Fraaij ALA, Boshkov N. Influences of chloride ions on plain and reinforced mortars, investigated by combined microstructure and electrochemical approaches, Paper 315, Eurocorr 2005, 4-8 September 2005, Lisbon, Portugal.