Enhanced electro-chemical corrosion model for reinforced concrete under severe coupled action of chloride and temperature

Construction and Building Materials

Volumn 25, Issue 3, 2011, Pages 1305-1315

  Hussain, Raja Rizwan ^a   Ishida, Tetsuya ^b  

^a KING SAUD UNIVERSITY   (Saudi Arabia)

^b UNIVERSITY OF TOKYO   (Japan)

Author keywords

Chloride; Corrosion; Electro chemical; Experimentation; Modeling; Reinforced concrete; Temperature

Indexed keywords

ACCELERATED CORROSION; AGGRESSIVE ENVIRONMENT; CHEMICAL CORROSION; CHEMICAL THERMODYNAMIC MODELS; CHEMICAL THERMODYNAMICS; CHLORIDE; CHLORIDE ATTACK; CHLORIDE INDUCED CORROSION; COMPUTATIONAL PLATFORMS; CONTROLLED LABORATORIES; CORROSION MATERIALS; CORROSION POTENTIALS; CORROSION SCIENCE; ELECTRO-CHEMICAL; EXPERIMENTATION; HIGH TEMPERATURE; MATERIAL MODELING; MODELING; PREMATURE DETERIORATION; RESEARCH GROUPS; SEMI-EMPIRICAL; SPACE AND TIME; TEMPERATURE VARIATION;

BUILDING MATERIALS; CHLORINE COMPOUNDS; CONCRETE CONSTRUCTION; CONSTRUCTION EQUIPMENT; CORROSION RATE; EXPERIMENTS; REINFORCED CONCRETE; REINFORCEMENT; TEMPERATURE;

CONCRETE BUILDINGS;

EID: 78650249465     PISSN: 09500618     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.conbuildmat.2010.09.014     Document Type: Article

References (29)

1. 2 in concrete. In: 42nd Proc of Japan congress on materials research; 1998 [in Japanese].
2. T. Maruya, Hsu Kailin, Takeda Hitoshi, and Tangtermsirikul Somnuk Numerical modeling of steel corrosion in concrete structures due to chloride ion, oxygen and water movement J Adv Concr Technol 1 2 2003 147 160
3. T. Maruya, H. Takeda, K. Horiguchi, S. Koyama, and K.-L. Hsu Simulation of steel corrosion in concrete based on the model of macro-cell corrosion circuit J Adv Concr Technol 5 2 2007 343 362
4. Nishida Takahiro. Influence of temperature on deterioration process of reinforced concrete members due to steel corrosion. Thesis (PhD), Tokyo Institute of Technology, Japan; 2005.
5. Oh Byung Hwan, Jang Bong Seok, Lee Seong Cheol. Chloride diffusion and corrosion initiation time of reinforced concrete structures. In: Proceedings of the 11th international workshop on microstructure and durability, Sapporo, Japan; February 2004.
6. Song Ha-Won, Kim Ho-Jin, Saraswathy Velu, and Kim A. Tae-Hwan Micro-mechanics based corrosion model for predicting the service life of reinforced concrete structures Int J Electrochem Sci 2 2007 341 354
7. V. Zivica Significance and influence of ambient temperature as a rate factor of steel reinforcement corrosion Indian Acad Sci Bull Mater Sci 25 5 2002 375 379
8. P. Lambert, and C.L. Page Investigations of reinforcement corrosion. 2. Electrochemical monitoring of steel in chloride-contaminated concrete Mater Struct 24 1991 351 358
9. T. Ishida, and K. Maekawa An integrated computational system for mass/energy generation, transport, and mechanics of materials and structures J JSCE 627 44 1999
10. Maekawa Koichi, Ishida Tetsuya, and Kishi Toshiharu Multi-scale modeling of concrete performance J Adv Concr Technol 1 2 2003 91 126
11. Hussain Raja Rizwan, Ishida, T. Coupled effect of chloride and temperature on the corrosion of RC structures based on thermodynamic approach. In: The tenth east Asia-Pacific conference on structural engineering and construction (EASEC-10), Bangkok, Thailand; 2005.
12. T. Ishida, and Anh Ho Thi Lan Chloride transport analysis coupled with nonlinear binding capacity and diffusion model Jpn Concr Inst, JCI 28 1 2006 875 880
13. Ishida Tetsuya, Iqbal Prince O'Neill, and Anh Ho Thi Lan Modeling of chloride diffusivity coupled with non-linear binding capacity in sound and cracked concrete Cem Concr Res 39 2009 913 923
14. T. Uomoto Non-destructive testing in civil engineering 2000 Elsevier p. 671-8
15. ASTM C 876-91. Standard test method for half-cell potentials of uncoated reinforcing steel in concrete, ASTM, USA; 1999.
16. ASTM G1-03. Standard test practice for preparing, cleaning and evaluating corrosion test specimens, ASTM, USA; 2002.
17. Japan conc. inst. technical report on material design and performance of concrete structures. Symposium on material design and performance of concrete structures; 1999. p. 162-80 [in Japanese].
18. G.K. Glass, C.L. Page, and N.R. Short Factors affecting the corrosion rate of steel in carbonated mortars Corros Sci 32 12 1991 1283 1294
19. Broomfield JP. Corrosion of steel in concrete, electrochemical repair techniques. London: E and FN SPON; 1997 [chapter 6].
20. J.M. West Basic corrosion and oxidation 2nd ed. 1986 John Wiley & Sons
21. ACI 222R-96. Corrosion of materials in concrete; 2001.
22. ACI-318. Building code requirements for structural concrete and commentary; 2005.
23. BS 8110. Structural use of concrete, code of practice for design and construction; 1997.
24. Evertte, and Treadaway Pore solution composition and chloride binding capacity of silica fume cement pastes J Mater Struct 16 1 1983 19 25
25. S.E. Hussain, A.S. Al-Gahtani, and Rasheeduzzafar Chloride threshold for corrosion of reinforcement in concrete ACI Mater J 94 6 1996 534 538 (Pubitemid 126503386)
26. A.J. Denny Principles and prevention of corrosion 2nd ed. 1996 Prentice Hall New Jersey
27. D. Piron Electrochemistry of corrosion 1991 NACE International ISBN 1-877914-23-1
28. Vaccaro FJ, Rhoades J, Le B. The effect of temperature on VRLA reaction rates and the determination of battery state of charge. II. Fundamental considerations. In: Telecommunications energy conference. INTELEC 97, vol. 19, no. 19-23; 1997. p. 230-7.
29. Maekawa K, Chaube R, Kishi T. Modelling of concrete performance, section 7.1.4, equation 7.2 and 7.3. E & FN SPON; 1999. p. 184.