Finite element analysis of the effects of radial expansion of corroded reinforcement

Computers and Structures

Volumn 84, Issue 13-14, 2006, Pages 917-929

  Du, Y G ^a   Chan, A H C ^a   Clark, L A ^a  

^a UNIVERSITY OF BIRMINGHAM   (United Kingdom)

Author keywords

Concrete cracking; Corrosion of reinforcement; Finite element (FE); Radial expansion

Indexed keywords

COMPUTER SIMULATION; CORROSION; FINITE ELEMENT METHOD; MATHEMATICAL MODELS; STRENGTH OF MATERIALS;

CONCRETE CRACKING; CORROSION OF REINFORCEMENT; RADIAL EXPANSION;

REINFORCED CONCRETE;

EID: 33645967178     PISSN: 00457949     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.compstruc.2006.02.012     Document Type: Article

References (17)

1. Du Y.G., Clark L.A., and Chan A.H.C. Residual capacity of corroded reinforcing bars. Mag Concr Res 57 7 (2005) 135-147
2. Du Y.G., Clark L.A., and Chan A.H.C. Effect of corrosion on ductility of reinforcing bars. Mag Concr Res 57 7 (2005) 407-419
3. Andrade C., Alonso C., Rodriguez J., and Garcia M. Cover cracking and amount of rebar corrosion: importance of the current applied accelerated tests. In: Sjostrom C. (Ed). Durability of building materials and components vol. 7 (1996), E&FN Spon, London 263-273
4. Andrade C, Alonso C, Rodriguez J, Casal J, Diez JM. Relation between corrosion and concrete cracking. The Residual service life of reinforced concrete structures, Brite/Euram Project BREU CT92 0591, August 1995, city of publication.
5. 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
6. Clark L.A., and Saifullah M. Effect of corrosion on reinforcement bond strength. In: Forde M. (Ed). Proceedings of 5th international conference on structural faults and repairs vol. 3 (1993), Engineering Technical Press, Edinburgh 113-119
7. 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
8. Rasheeduzzafar S., Al-Saadoun S.S., and Al-Gahtani A.S. Corrosion cracking in relation to bar diameter and concrete quality. J Mater Civ Eng 4 4 (1992) 327-342
9. Williamson J.S., and Clark L.A. Pressure required to cause cover cracking of concrete due to reinforcement corrosion. Mag Concr Res 52 6 (2000) 455-467
10. Morinaga S. Remaining life of reinforced concrete structures after corrosion cracking. In: Sjostrom C. (Ed). Durability of building materials and components (1996), E&FN Spon 127-137
11. Chan AHC, Du YG, Clark LA. Finite element analysis of expansive effect of steel corrosion. In: Proceedings of the 3rd international conference on computational structural technology, Budapest, Hungary, 1996. p. 143-52.
12. Du YG, Chan AHC, Williamson SJ, Clark LA. FE analysis of concrete cracking due to steel corrosion. In: Proceedings of the EURO-C 1998 conference on computational modelling of concrete structures, Badgastein, Austria, 1998. p. 481-9.
13. Jefferson A.D., and Wright H.D. Stepped softening functions for concrete fractures in finite element analysis. Comput Struct 41 2 (1991) 331-344
14. Kupfer H.B., Hilsdorf H.K., and Rusch H. Behaviour of concrete under biaxial stress. ACI J 66 8 (1969) 656-666
15. Konishi Y, Seki K, Matsui H, Matsushima M. FEM Analysis of cracking due to corrosion of reinforcement. In: 42nd Annual Conference of JSCE, September 1987. p. 184-7.
16. Tsunomoto M, Kajikawa Y, Kawamura M. Elasto-plastic analysis of expansive behaviour due to corrosion of reinforcement. Concrete Library of JSCE No. 14, v-183, March 1990.
17. Cairns J.J., Du Y.G., and Johnston M. Bond of plain bars affected by corrosion. In: Fuchs W., and Reinhardt H.-W. (Eds). Befestigungstechnik Bewehrungstechnik, September 2002 (2002), Ibidem-Verlag, Stuttgart 261-270