[1] A. James, E. Bazarchi, A.A. Chiniforush, P.P. Aghdam, M.R. Hosseini, A. Akbarnezhad, I. Martek, F. Ghodoosi, Rebar corrosion detection, protection, and rehabilitation of reinforced concrete structures in coastal environments: A review, Construction and Building Materials, 224 (2019) 1026-1039.
[2] ACI308R-16, Guide to External Curing of Concrete, in, American Concrete Institute Farmington Hills, Mich., 2016.
[3] O.o.N.B. Regulations, Part 9 of National Regulations: Design and implementation of reinforced concrete buildings, in, Toseeh Iran, Tehran, 2014.
[4] K. Bhargava, A. Ghosh, Y. Mori, S. Ramanujam, Modeling of time to corrosion-induced cover cracking in reinforced concrete structures, Cement and Concrete Research, 35(11) (2005) 2203-2218.
[5] M. Alexander, H. Beushausen, Durability, service life prediction, and modelling for reinforced concrete structures–review and critique, Cement and Concrete Research, 122 (2019) 17-29.
[6] A. Van Beek, G. Gaal, J. Van Noortwijk, J. Bakker, Validation model for service life prediction of concrete structures, in: 2nd International RILEM workshop on life prediction and aging management of concrete structures, Paris, France, 2003, pp. 257-267.
[7] G. Markeset, M. Kioumarsi, Need for further development in service life modelling of concrete structures in chloride environment, Procedia engineering, 171 (2017) 549-556.
[8] H.-W. Song, H.-J. Kim, V. Saraswathy, T.-H. Kim, A micro-mechanics based corrosion model for predicting the service life of reinforced concrete structures, International Journal of Electrochemical Science, 2 (2007) 341-354.
[9] M. Safehian, A.A. Ramezanianpour, Assessment of service life models for determination of chloride penetration into silica fume concrete in the severe marine environmental condition, Construction and Building Materials, 48 (2013) 287-294.
[10] L. Pang, Q. Li, Service life prediction of RC structures in marine environment using long term chloride ingress data: Comparison between exposure trials and real structure surveys, Construction and Building Materials, 113 (2016) 979-987.
[11] G. Lin, Y. Liu, Z. Xiang, Numerical modeling for predicting service life of reinforced concrete structures exposed to chloride environments, Cement and concrete composites, 32(8) (2010) 571-579.
[12] J. Ožbolt, G. Balabanić, M. Kušter, 3D Numerical modelling of steel corrosion in concrete structures, Corrosion science, 53(12) (2011) 4166-4177.
[13] C. Yang, L. Li, J. Li, Service life of reinforced concrete seawalls suffering from chloride attack: Theoretical modelling and analysis, Construction and Building Materials, 263 (2020) 120172.
[14] R. Khatri, V. Sirivivatnanon, Characteristic service life for concrete exposed to marine environments, Cement and concrete research, 34(5) (2004) 745-752.
[15] Y. Nezamdoost, M. Miri, H. Beheshtinezad, Behavior of reinforced concrete beams with corroded stirrups and tensile rebars, Journal of Civil and Environmental Engineering, 50.2(99) (2020) 61-70.
[16] S. Xu, Z. Zhang, R. Li, B. Qiu, Experimental study on the shear behavior of RC beams with corroded stirrups, Journal of advanced concrete technology, 15(4) (2017) 178-189.
[17] L. Wang, X. Zhang, J. Zhang, Y. Ma, Y. Liu, Effects of stirrup and inclined bar corrosion on shear behavior of RC beams, construction and Building materials, 98 (2015) 537-546.
[18] K. Bhargava, A.K. Ghosh, Y. Mori, S. Ramanujam, Ultimate flexural and shear capacity of concrete beams with corroded reinforcement, Structural Engineering and Mechanics – An International Journal, 27(3) (2007 ) 347–363.
[19] C. Andrade, J. Sarria, C. Alonso, Corrosion Rate Field Monitoring of Post – Tensioned Tendons in Contact with Chlorides, Durability of Building Materials and Components, 2 (1996) 959–967.
[20] K.A. Vu, M.G. Stewart, Predicting the likelihood and extent of reinforced concrete corrosion-induced cracking, Journal of structural engineering, 131(11) (2005) 1681-1689.
[21] I. Khan, R. François, A. Castel, Prediction of reinforcement corrosion using corrosion induced cracks width in corroded reinforced concrete beams, Cement and concrete research, 56 (2014) 84-96.
[22] P. Thoft-Christensen, Corrosion and cracking of reinforced concrete, in: Life-Cycle Performance of Deteriorating Structures: Assessment, Design and Management, 2004, pp. 26-36.
[23] T. Vidal, A. Castel, R. François, Analyzing crack width to predict corrosion in reinforced concrete, Cement and concrete research, 34(1) (2004) 165-174.
[24] A.S. Nowak, K.R. Collins, Reliability of structures, CRC Press, 2012.
[25] S.A. Hosseini, N. Shabakhty, S.S. Mahini, Correlation between chloride-induced corrosion initiation and time to cover cracking in RC structures, Struct. Eng. Mech, 56(2) (2015) 257-273.
[26] S. Chen, C. Duffield, S. Miramini, B.N.K. Raja, L. Zhang, Life-cycle modelling of concrete cracking and reinforcement corrosion in concrete bridges: A case study, Engineering Structures, 237 (2021) 112143.
[27] K. Bhargava, Y. Mori, A. Ghosh, Time-dependent reliability of corrosion-affected RC beams. Part 3: Effect of corrosion initiation time and its variability on time-dependent failure probability, Nuclear Engineering and Design, 241(5) (2011) 1395-1402.
[28] B.R. Ellingwood, Y. Mori, Probabilistic methods for condition assessment and life prediction of concrete structures in nuclear power plants, Nuclear engineering and design, 142(2-3) (1993) 155-166.