[1]
S. A. Austin, R. Lyons and M. J. Ing, Electrochemical behaviour of steel-reinforced concrete during accelerated corrosion testing, Corrosion, 60, 2 (2004) 203- 212.
DOI: 10.5006/1.3287722
Google Scholar
[2]
S.J. Pantazopoulou, and K.D. Papoulia, Modeling cover-cracking due to reinforcement corrosion in RC structures, Journal of Engineering Mechanics, 127, 4 (2001) 342- 351.
DOI: 10.1061/(asce)0733-9399(2001)127:4(342)
Google Scholar
[3]
C. Andrade, C. Alonso, and F. J. Molina, Cover cracking as a function of bar corrosion: Part 1 – Experimental test, Materials and Structure, 26 (1993) 453-464.
DOI: 10.1007/bf02472805
Google Scholar
[4]
J. Rodriguez, L. M. Ortega and J. Casal, Load carrying capacity of concrete structures with corroded reinforcement, Construction and Building Materials, 11, 4 (1997) p.239 – 248.
DOI: 10.1016/s0950-0618(97)00043-3
Google Scholar
[5]
C. Andrade, and C. Alonso, Corrosion rate monitoring in the laboratory and on-site, Construction and Building Materials, 10, 5 (1996) 315- 328.
DOI: 10.1016/0950-0618(95)00044-5
Google Scholar
[6]
S.S. Ayop and J. J Cairns, Critical Study of Corrosion Damaged Concrete Structures, International Journal of Integrated Engineering, 5, 2 (2013) pp.43-50.
Google Scholar
[7]
T. A. El Maaddawy and K. A. Soudki, Effectiveness of impressed current technique to stimulate corrosion of steel reinforcement in concrete, Journal of Materials in Civil Engineering, 15, 1 (2003) 41-47.
DOI: 10.1061/(asce)0899-1561(2003)15:1(41)
Google Scholar
[8]
M Saifullah, and L. A. Clark, Effect of corrosion rate on the bond strength of corroded reinforcement. Corrosion and Corrosion Protection of Steel in Concrete, Sheffield Academic Press, UK (1994).
Google Scholar
[9]
T. Vidal, A. Castel, and R. Francois, Analyzing crack width to predict corrosion in reinforced concrete, Cement and Concrete Research, 34 (2004) 165-174.
DOI: 10.1016/s0008-8846(03)00246-1
Google Scholar
[10]
L. Hariche, Y. Ballim, M. Bouhicha, S. Kenai. Effects of reinforcement configuration and sustained load on the behavior of reinforced concrete beams affected by reinforcing steel corrosion, Cement & Concrete Composites 34 (2012) 1202–1209.
DOI: 10.1016/j.cemconcomp.2012.07.010
Google Scholar