Analytical model for the bond-slip behaviour of corroded ribbed reinforcement

Structure and Infrastructure Engineering

Volumn 8, Issue 2, 2012, Pages 157-169

  Lundgren, Karin ^a   Kettil, Per ^a   Hanjari, Kamyab Zandi ^a   Schlune, Hendrik ^a   Roman, Armando Soto San ^b  

^a CHALMERS UNIVERSITY OF TECHNOLOGY   (Sweden)

^b Technip Norge AS   (Norway)

Author keywords

analytical model; bond slip; concrete; corrosion; reinforcement

Indexed keywords

ANCHORAGES (FOUNDATIONS); CONCRETE REINFORCEMENTS; CONCRETES; CORROSION; DIFFERENTIAL EQUATIONS; FINITE ELEMENT METHOD; LOAD LIMITS; LOADS (FORCES); REINFORCEMENT; STRUCTURAL ANALYSIS;

ANCHORAGE LENGTHS; BOND SLIPS; CORRODED REINFORCEMENT; CORRODED STRUCTURES; CORROSION OF REINFORCEMENT; EXISTING STRUCTURE; ONE-DIMENSIONAL MODEL; THREE DIMENSIONAL FINITE ELEMENT MODEL;

ANALYTICAL MODELS;

EID: 84855939725     PISSN: 15732479     EISSN: 17448980     Source Type: Journal    
DOI: 10.1080/15732470903446993     Document Type: Article

References (26)

1. Al-Sulaimani, G. J., Kaleemullah, M., Basunbul, I. A. and Rasheeduzzafar. 1990. Influence of corrosion and cracking on bond behavior and strength of reinforced concrete members. ACI Structural Journal, 87(2): 220-231.
2. Almusallam, A. A., Al-Gahtani, A. S. and Aziz, A. R. 1996. Effect of reinforcement corrosion on bond strength. Construction and Building Materials, 10(2): 123-129.
3. Andrade, C., Alonso, C. and Molina, F. J. 1993. Cover cracking as a function of bar corrosion. 1. Experimental test. Materials and Structures, 26(162): 453-464.
4. Berra, M., Castellani, A., Coronelli, D., Zanni, S. and Zhang, G. 2003. Steel-concrete bond deterioration due to corrosion: Finite-element analysis for different confinement levels. Magazine of Concrete Research, 55(3): 237-247.
5. Bhargava, K., Ghosh, A. K., Mori, Y. and Ramanujam, S. 2008. Suggested empirical models for corrosion-induced bond degradation in reinforced concrete. Journal of Structural Engineering, 134(2): 221-230.
6. Cabrera, J. G. and Ghoddoussi, P. The effect of reinforcement corrosion on the strength of the steel/concrete. Bond in concrete. Proceedings of an International Conference. 1992, Riga. pp.10-11-10-24. CEB.
7. Ceb. 1993. Ceb-fip model code 1990, Lausanne, Switzerland: Bulletin d'Information 213/214.
8. Coronelli, D. and Gambarova, P. 2004. Structural assessment of corroded reinforced concrete beams: Modeling guidelines. ASCE Journal of Structural Engineering, August: 1214-1224.
9. Coronelli, D. 2002. Corrosion cracking and bond strength modeling for corroded bars in reinforced concrete. ACI Structural Journal, 99(3): 267-276.
10. Duracrete. 2000. General guidelines for durability design and redesign. Duracrete. Probabilistic performance based durability design of concrete structures. The European Union - Brite EuRam III Project No. BE95-1347, Report No. T7-01-1
11. Engström, B. 1992. Ductility of tie connections in precast structures Thesis (PhD). Chalmers University of Technology
12. Fang, C., Lundgren, K., Chen, L. and Zhu, C. 2004. Corrosion influence on bond in reinforced concrete. Cement and Concrete Research, 34(11): 2159-2167.
13. Fib. 2000. Bond of reinforcement in concrete, state-of-art report, 427Lausanne: Fédération internationale du béton, prepared by Task Group Bond Models.
14. Ghandehari, M., Zulli, M. and Shah, S. P. Influence of corrosion on bond degradation in reinforced concrete. Proceedings EM2000, Fourteenth Engineering Mechanics Conference. 2000, Austin, Texas. ASCE.
15. Horrigmoe, G. 2003. "Assessment of the performance and safety of deteriorated concrete structures". In Concrete Solutions, Edited by: Grantham, M., Rendell, F., Jauberthie, R. and Lanos, C. Vol. 1, 209-223. New Barnet, UK: GR Technologies.
16. Lee, H.-S., Noguchi, T. and Tomosawa, F. 2002. Evaluation of the bond properties between concrete and reinforcement as a function of the degree of reinforcement corrosion. Cement and Concrete Research, 32(8): 1313-1318.
17. Liu, Y. P. and Weyers, R. E. 1998. Modeling the time-to-corrosion cracking in chloride contaminated reinforced concrete structures. ACI Materials Journal, 95(6): 675-681.
18. Lundgren, K. 2005. Bond between ribbed bars and concrete. Part 2: The effect of corrosion. Magazine of Concrete Research, 57(7): 383-395.
19. Lundgren, K. 2007. Effect of corrosion on the bond between steel and concrete: An overview. Magazine of Concrete Research, 59(6): 447-461.
20. Lundgren, K., Roman, A. S.S., Schlune, H., Hanjari, K. Z. and Kettil, P. Effects on bond of reinforcement corrosion. International RILEM workshop on integral service life modeling of concrete structures. November5-62007, Guimaraes, Portugal. Edited by: Ferreira, R. M., Gulikers, J. and Andrade, C. pp.231-238. RILEM Publications SARL.
21. Magnusson, J. 2000. Bond and anchorage of ribbed bars in high-strength concrete Thesis (PhD). Chalmers University of Technology
22. Matlab. 1994. Available from: http://www.mathworks.com [Accessed 19 February 2008]
23. Rasheeduzzafar, Al-Saadoun, S. S. and Al-Gahtani, A. S. 1992. Corrosion cracking in relation to bar diameter, cover, and concrete quality. Journal of Materials in Civil Engineering, 4(4): 327-342.
24. Schlune, H. 2006. Bond of corroded reinforcement: Analytical description of the bond-slip response Thesis (MSc). Chalmers University of Technology
25. Soto San Roman, A. 2006. Bond behaviour of corroded reinforcement: Fe-modelling and parameter study Thesis (MSc). Chalmers University of Technology
26. Wang, X. and Liu, X. 2006. Bond strength modeling for corroded reinforcements. Construction and Building Materials, 20(3): 177-186.