مطالعه برخی خواص مکانیکی و الکتروشیمیایی محصولات پایه سیمانی حاوی سنگدانه‌های طبیعی و بازیافتی با مدول نرمی ثابت

[1] Metha. P. K, and Monteiro. P. J. M, “Concrete: microstructure, properties and materials”, 4 McGraw-Hill Education New York." 2013.

[2] Tam. Vivian WY, Tam. Chi Ming, and Wang. Yongli, “Optimization on proportion for recycled aggregate in concrete using two-stage mixing approach”, Construction and Building Materials, Vol. 21 (10), pp. 1928-1939, 2007.

[3] Sonawane. T.R, Pimplikar. S.S, “Use of recycled aggregate concrete”, IOSR Journal of Mechanical and Civil Engineering, Vol. 52 (59), 2013.

[4] Yuxi. Zhao, Dong. Jianfeng, Wu. Yingyao, Wang. Hailong, Li. Xiangmin, and Xu. Qingfeng, “Steel corrosion and corrosion-induced cracking in recycled aggregate concrete”, Corrosion science, Vol. 85, pp. 241-250, 2014.

[5] Eshraghi. H, and Alipouri. Y. A, “Comprehensive Review of Strategies”, First International Conference on the Exchange of Scientific Information in the Fields of Concrete Structures and Materials (ICCONCRETE). Tehran, 2024.

[7] George. D, Savva. P, and Petrou. M.F, "Enhancing mechanical and durability properties of recycled aggregate concrete”, Construction and Building Materials, Vol. 158, pp. 228-235, 2018.

[10] Gonçalves. A, Esteves. A, Vieira. M, “Influence of recycled concrete aggregates on concrete durability”, Presented at the International RILEM Conference on the Use of Recycled Materials in Buildings and Structures, (2004) 554- 562.

[11] Amorim. P, de Brito. J, Evangelista. L, “concrete made with coarse concrete aggregate: Influence of curing on durability”, ACI Materials Journal, vol. 109(2), pp. 195-204, 2012.

[12] Gomes. M, and de Brito. J, “Structural concrete with incorporation of coarse recycled concrete and ceramic aggregates: durability performance”, Materials and Structures, vol 42 (5), pp. 663-675, 2009.

[13] Kou. S. C, and Poon. C. S, “Enhancing the durability properties of concrete prepared with coarse recycled aggregate”, Construction and Building Materials, vol 35, pp. 69-76, 20102.

[14] Hobbs. D. W, “Aggregate influence on chloride ion diffusion into concrete”, Cement and Concrete Research, vol. 29 (12), pp. 1995-1998, 1999.

[15] Dhir. R. K, Dyer. T. D, Paine. K. A, “Dismantling barriers: Roles for research in realizing markets for construction and demolition wastes”,  Presented at 1st International Conference on Sustainable Construction: Waste Management, (2004) 1-22.

[16] Limbachiya. M, Meddah. M. S, Ouchagour. Y, “Performance of Portland/silica fume cement concrete produced with recycled concrete aggregate”, ACI Materials Journal, vol. 109 (1), pp. 91-100, 2012.

[17] Dhir. R. K, and Paine. K, “Value added sustainable use of recycled and secondary aggregates in concrete”, Indian Concrete Journal, vol. 84 (3), pp. 7- 26, 2010.

[18] Bazant. Z.P, “Physical Model for Steel Corrosion in Sea Structures–Applications”, Journal of the Structural Division, Vol. 105 (6),  1979.

[19] Bamforth. P.B, “Enhancing reinforced concrete durability: Guidance on selecting measures for minimising the risk of corrosion of reinforcement in concrete”, Concrete Society Technical, Vol. 61, 2004.

[20] Hansson. C.M,  Poursaee. A, Jaffer. S.J, Corrosion of reinforcing bars in concrete. R & D Serial No. 3013, Portland Cement Association ( PCA ), 2012.

[21] Hansson. C. M, Poursaee. A, and Laurent. A, “Macrocell and microcell corrosion of steel in ordinary Portland cement and high performance concretes”, Cement and concrete research, Vol. 36 (11), pp. 2098-2102, 2006.

[22] Richardson. M. G, Fundamentals of durable reinforced concrete, London, 272, 2002.

[23] Cong. S, and Poon. C, “Long-term mechanical and durability properties of recycled aggregate concrete prepared with the incorporation of fly ash”, Cement and Concrete Composites, Vol. 37, pp. 12-19, 2013.

[24] Metha. P. K, and Monteiro. P. J. M, “Concrete: microstructure, properties and materials”, New York: McGraw-Hill Education, 2013.

[25] ASTM C876-91, "Standard test method for half‐cell potentials of uncoated reinforcing steel in concrete", ASTM International, West Conshohocken, 1999.

[26] Pour-Ghaz. Mohammad, Burkan. Isgor, and Ghods. P, "Quantitative interpretation of half-cell potential measurements in concrete structures", Journal of materials in civil engineering, Vol. 21 (9), pp. 467-475, 2009.

[27] Poursaee. A, "Potentiostatic transient technique, a simple approach to estimate the corrosion current density and Stern–Geary constant of reinforcing steel in concrete," Cement and Concrete Research, vol. 40, pp. 1451-1458, 2010.

[28] Clément. Antoine, Laurens. S, Arliguie. G, and Deby. F, "Numerical study of the linear polarisation resistance technique applied to reinforced concrete for corrosion assessment", European Journal of Environmental and Civil Engineering Vol. 16 (3), pp. 491-504, 2012.

[29] Carmen. A.P, and González. J. A, "Quantitative measurements of corrosion rate of reinforcing steels embedded in concrete using polarization resistance measurements." Materials and corrosion, Vol. 29 (8), pp. 515-519, (1978).

[30] Ge. J, and Isgor. O. B, "Effects of Tafel slope, exchange current density and electrode potential on the corrosion of steel in concrete." Materials and Corrosion, Vol. 58 (8), pp. 573-582, 2007.

[31] Warkus. J, Brem. M, Raupach. M, “BEM‐models for the propagation period of chloride induced reinforcement corrosion”, Materials and Corrosion, Vol. 57 (8), pp. 636-641, 2006.

[32] Luca. B, Elsener. B, Pedeferri. P, Redaelli. E, and Polder. R.B, "Corrosion of steel in concrete": prevention, diagnosis, repair. John Wiley & Sons, 2013.

[33] Kim. C.Y, and Kim. J.K, "Numerical analysis of localized steel corrosion in concrete", Construction and Building Materials Vol. 22 (6), pp. 1129-1136, 2008.

[34] Song. H.W, and Saraswathy. V, " Corrosion Monitoring of Reinforced Concrete Structures – A Review", International Journal of Electrochemical Science, Vol. 2 (1), pp. 1-28, 2007.

[35] Babaee. M, and Castel. A, "Chloride-induced corrosion of reinforcement in low-calcium fly ash-based geopolymer concrete", Cement and Concrete Research, Vol. 88, pp. 96-107, 2016.

[36] Alexander. M, Otieno. M, Stang. H, and Rica Geiker. M, "Propagation of steel corrosion in concrete: Experimental and numerical investigations", Cement and Concrete Composites, Vol. 70, pp. 171-182, 2016.

[37] Crumpton. C, Barbara. F, Smith. J, and  Jayaprakash. G.P, "Salt weathering of limestone aggregate and concrete without freeze-thaw", Transportation Research Record 1250, 1989.

[38] Panghal. H, and Kumar. A, “Enhancing concrete sustainability: assessing the impact of construction and demolished waste aggregates on strength and rapid chloride permeability as a durability indicator”, In: International Conference on Sustainable Development Goals, Punjab: E3S Web of Conferences 453, 01009, 2023.

[39] Khatib. J, M. "Properties of concrete incorporating fine recycled aggregate", Cement and concrete research, Vol. 35 (4), pp. 763-769, 2005.

[40] Vintimilla. C, and Etxeberria, M, “Durable structural recycled concrete for different exposure environments”, Materials, Vol. 18 (3), 2025.

[41] Bamshad. O, Hakamian. I, Shirvani. M.F, Habibi. A, and Mahdikhani. M, “Long-term corrosion behavior of reinforced recycled aggregate concrete under acid rain condition”, Case Studies in Construction Materials, Vol. 22, 2025.

[42] Nguyen. T.D, Cherif. R, Mahieux. PY, Turcry. P, and Bastidas-Arteaga. E, “A review on deterioration Mechanisms, durability prediction and enhancement techniques for recycled aggregate concrete”, Cleaner Materials, Vol. 16, 2025.

[43] Zhang, Y, Xuanming, Z, Fan. J, and Zhao. X, "Impact of Stone Powder Content on Corrosion Resistance in Reinforced Concrete under Stray Current and Chloride Interactions." Materials, Vol. 17 (1), 2024.