Corrosion-induced bond strength degradation in reinforced concrete-Analytical and empirical models

Nuclear Engineering and Design

Volumn 237, Issue 11, 2007, Pages 1140-1157

  Bhargava, Kapilesh ^a   Ghosh, A K ^a   Mori, Yasuhiro ^b   Ramanujam, S ^a  

^a BHABHA ATOMIC RESEARCH CENTRE   (India)

^b NAGOYA UNIVERSITY   (Japan)

Author keywords

[No Author keywords available]

Indexed keywords

BENDING STRENGTH; BOND STRENGTH (MATERIALS); CONCRETE REINFORCEMENTS; CORROSION RESISTANCE; CRACKS; MATHEMATICAL MODELS;

BOND STRENGTH DEGRADATION; CRACKED CONCRETES; REINFORCEMENT CORROSION;

REINFORCED CONCRETE;

EID: 34248174853     PISSN: 00295493     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.nucengdes.2007.01.010     Document Type: Article

References (32)

1. Almusallam A.A., Al-gahtani A.S., Aziz A.R., and Rasheeduzzafar. Effect of reinforcement corrosion on bond strength. Construction Building Mater. 10 2 (1996) 123-129
2. Al-Sulaimani G.J., Kaleemullah M., Basunbul I.A., and Rasheeduzzafar. Influence of corrosion and cracking on bond behaviour and strength of reinforced concrete members. ACI Struct. J. 87 2 (1990) 220-231
3. Amleh L., and Mirza S. Corrosion influence on bond between steel and concrete. ACI Struct. J. 96 3 (1999) 415-423
4. Auyeung Y., Balaguru P., and Chung L. Bond behavior of corroded reinforcement bars. ACI Mater. J. 97 2 (2000) 214-220
5. Bazant Z.P. Physical model for steel corrosion in sea structures-applications. J. Struct. Div., ASCE 105 6 (1979) 1155-1166
6. Bazant Z.P., and Oh B.H. Crack-band theory for fracture of concrete. J. Mater. Struct., Paris 16 (1983) 155-177
7. Bhargava K., Ghosh A.K., Mori Y., and Ramanujam S. Analytical model for time to cover cracking in RC structures due to rebar corrosion. Nucl. Eng. Des. 236 11 (2006) 1123-1139
8. BIS. IS:456, Indian standard code of practice for plain and reinforced concrete. 4th Revision, Bureau of Indian Standards. New Delhi, India (2000) 67-76
9. Cabrera J.G. Deterioration of concrete due to reinforcement steel corrosion. Cem. Concr. Compos. 18 1 (1996) 47-59
10. Cairns J., and Abdullah R.B. Bond strength of black and epoxy-coated reinforcement-a theoretical approach. ACI Mater. J. 93 4 (1996) 362-369
11. CEB-FIP. Comite Euro-International du Beton-Federation International de la Precontrainte-Design Code (1990), Thomas Telford, London, UK (82-87)
12. Chang J.J. A study of the bond degradation of rebar due to cathodic protection current. Cem. Concr. Res. 32 (2002) 657-663
13. Chung L., Cho S.H., Kim J.H.J., and Yi S.T. Correction factor suggestion for ACI development length provisions based on flexural testing of RC slabs with various levels of corroded reinforcing bars. Eng. Struct. 26 8 (2004) 1013-1026
14. Coronelli D. Corrosion cracking and bond strength modeling for corroded bars in reinforced concrete. ACI Struct. J. 99 3 (2002) 267-276
15. Coronelli D., and Gambarova G. A mechanical model for bond strength of corroded reinforcement in concrete. In: Tassoulas J.L. (Ed). Proceeding of the 14th Engineering Mechanics Conference. Austin, Texas, May 21-24, 2000 (2000)
16. Fang C., Lundgren K., Chen L., and Zhu C. Corrosion influence on bond in reinforced concrete. Cem. Concr. Res. 34 11 (2004) 2159-2167
17. Ferguson P.M. Reinforced Concrete Fundamental. fourth ed. (1988), John Wiley, New York, USA (pp. 169-210)
18. Fu X., and Chung D.D.L. Effect of corrosion on the bond between concrete and steel rebar. Cem. Concr. Res. 27 12 (1997) 1811-1815
19. Giuriani E., Plizzari G., and Schumm C. Role of stirrups and residual tensile strength of cracked concrete on bond. J. Struct. Eng. ASCE 117 1 (1991) 1-18
20. Ihekwaba N.M., Hope B.B., and Hansson C.M. Pull-out and bond degradation of steel rebars in ECE concrete. Cem. Concr. Res. 26 2 (1996) 267-282
21. Liu Y., and Weyers R.E. Modelling the time-to-corrosion cracking in chloride contaminated reinforced concrete structures. ACI Mater. J. 95 6 (1998) 675-681
22. Lee H.S., Noguchi T., and Tomosawa F. Evaluation of the bond properties between concrete and reinforcement as a function of the degree of reinforcement corrosion. Cem. Concr. Res. 32 8 (2002) 1313-1318
23. Lundgren K. Modelling the effect of corrosion on bond in reinforced concrete. Mag. Concr. Res. 54 3 (2002) 165-173
24. Mangat P.S., and Elgarf M.S. Flexural strength of concrete beams with corroding reinforcement. ACI Struct. J. 96 1 (1999) 149-158
25. Mangat P.S., and Elgarf M.S. Bond characteristics of corroding reinforcement in concrete beams. Mater. Struct. 32 (1999) 89-97
26. Morinaga S. Prediction of service lives of reinforced concrete buildings based on the rate of corrosion of reinforcing steel. Special Report of the Institute of Technology (1989), Shimizu Corporation, JAPAN
27. Pantazopoulou S., and Papoulia K.D. Modeling cover-cracking due to reinforcement corrosion in RC structures. J. Struct. Div. ASCE 127 4 (2001) 342-351
28. Rodriguez J., Ortega L., and Garcia A. Corrosion of reinforcing bars and service life of R/C Structures: corrosion and bond deterioration. Concrete across Borders, Proceedings. Odense, Denmark, vol. II, 315-326 (1994)
29. Stanish K., Hooton R.D., and Pantazopoulou S.J. Corrosion effects on bond strength in reinforced concrete. ACI Struct. J. 96 6 (1999) 915-921
30. Torres-Acosta, A.A. (1999). Cracking Induced By Localized Corrosion of Reinforcement in Chloride Contaminated Concrete. Ph.D. Dissertation. Dept. of Civil and Environmental Engineering, University of South Florida, USA.
31. Wang X., and Liu X. Modelling effects of corrosion on cover cracking and bond in reinforced concrete. Mag. Concr. Res. 56 4 (2004) 191-199
32. Wang X., and Liu X. Modeling bond strength of corroded reinforcement without stirrups. Cem. Concr. Res. 34 8 (2004) 1331-1339