Effect of corrosion on ductility of reinforcing bars

Magazine of Concrete Research

Volumn 57, Issue 7, 2005, Pages 407-419

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

^a UNIVERSITY OF BIRMINGHAM   (United Kingdom)

Author keywords

[No Author keywords available]

Indexed keywords

HARDENING STRAIN; REINFORCING BARS; RESIDUAL CROSS-SECTION; STEEL REINFORCEMENT;

COMPUTER SIMULATION; DUCTILITY; ELASTIC MODULI; HARDENING; PARAMETER ESTIMATION; REINFORCEMENT; STRAIN; STRENGTH OF MATERIALS;

CORROSION;

EID: 23944454358     PISSN: 00249831     EISSN: None     Source Type: Journal    
DOI: 10.1680/macr.2005.57.7.407     Document Type: Article

References (13)

1. CALVI G. M., CANFTI E., MACCHI G. and MAGENES G. Rotation capacity of reinforced concrete slabs as a function of steel properties, CEB Bulletin d'information, N 218, Ductility - Reinforcement - Progress report of Task Group 2-2, Ductility Requirements for Structural Concrete - Reinforcement, pp. 45-64, 1993.
2. DIETER R. Steel properties and plastic behaviour of reinforced concrete constructions, CEB Bulletin d'information, N 218, Ductility - Reinforcement - Progress report of Task Group 2-2, Ductility Requirements for Structural Concrete - Reinforcement, pp. 199-222, 1993.
3. SIVIERO E. and RUSSO S. Ductility requirements for reinforcing steel, CEB Bulletin d'information, N 218, Ductility - Reinforcement - Progress report of Task Group 2-2, Ductility Requirements for Structural Concrete - Reinforcement', pp. 223-244, 1993.
4. DU Y. G., CLARK L. A. and CHAN A. H. C., Residual capacity of corroded reinforcing bars. Magazine of Concrete Research, 2005, 57, No. 3, 135-147.
5. MASLEHUDDIN M., ALLAM I. M., AL-SULAIMANI G., AL-MANA A. I. and ABDULJAUWARD S. N. Effect of rusting of reinforcing steel on its mechanical properties and bond with concrete. ACI Materials Journal, 1990, 87, No. 5, 496-502.
6. ANDRADE C., ALONSO C., GARCIA D. and RODRIGUEZ J. Remaining lifetime of reinforced concrete structures: effect of corrosion in the mechanical properties of the steel, life predication of corrodible structures. Proceedings of the International Symposium of the National Association of Corrosion Engineers, Cambridge, UK, 23-26 September 1991, pp. 12/1-12/11.
7. LEE H. S., TOMOSAWA F. and NOGUCHI T. Effect of Rebar Corrosion on the Structural Performance of Single Reinforced Beams, Durability of Building Materials and Components, (SJOSTROM C. (ed.)). E & FN Spon, London, 1996, Vol. 7, pp. 571-580.
8. MORINAGA S. Remaining Life of Reinforced Concrete Structures after Corrosion Cracking, Durability of Building Materials and Components, (SJOSTROM C. (ed.)). E & FN Spon, London, 1996, pp. 127-137.
9. PALSSOM R. and MIRZA M. S. Mechanical response of corroded steel reinforcement of abandoned concrete bridge. ACI Structural Journal 2002, 99, No. 2, 157-162.
10. ZHANG P. S., LU M. and LI X. Y. The mechanical behaviour of corroded bar. Journal of Industrial Buildings, 1995, 25, No. 257, 41-44.
11. DU Y. G. Effect of Reinforcement Corrosion on Structural Concrete Ductility. PhD thesis, The University of Birmingham, England, 2001.
12. CREAZZA G. and Russo S. A. New proposal for defining the ductility of concrete-reinforcement steels by means of a single parameter. Materials and Structures, 1996, 29, No. 186, 406-410.
13. BEEBY A. W. Ductility in reinforced concrete: why is it needed and how is it achieved? The Structural Engineer, 1997, 75, No. 18, 311-318.