Also, more losses in the weight were observed in the pure concrete than the concretes including bronze sawdust and waste tire grains, then those refractories showed higher corrosion resistances than that of pure concrete.
📌 3 Maddede Bu Makale
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Amaç & Hipotez:In this study, finely ground CuAl10Ni bronze sawdust and waste tire additives were incorporated into C30 concrete at different amounts and then their corrosion resistances were investigated.
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Temel Bulgular & Veri:It was observed that after acids attacks, as the waiting time in the acid solutions increased, electrical surface resistance values increased due to further corrosion.
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Sonuç & Katkı:Also, more losses in the weight were observed in the pure concrete than the concretes including bronze sawdust and waste tire grains, then those refractories showed higher corrosion resistances than that of pure concrete.
In this study, finely ground CuAl10Ni bronze sawdust and waste tire additives were incorporated into C30 concrete at different amounts and then their corrosion resistances were investigated. SEM/EDX analyses were performed. It was observed that after acids attacks, as the waiting time in the acid solutions increased, electrical surface resistance values increased due to further corrosion. Also, more losses in the weight were observed in the pure concrete than the concretes including bronze sawdust and waste tire grains, then those refractories showed higher corrosion resistances than that of pure concrete.
BAHTLI, T., ÖZBAY, N. S. (2022). Investigation on the corrosion resistances of bronze-waste tire-concrete composites. International Advanced Researches and Engineering Journal, Cilt: 3 - Sayı: 3, 189–194. https://ajindex.com/articles/539355
Liu, T., Weyers, W., Modeling the Dynamic Corrosion Process in Chloride Contaminated Concrete Structures. Cement and Concrete Research, 1998. 28(3): p. 365-379
Fang, C., Lundgrenb, K., Chena, L., Zhua, C., Corrosion Influence on Bond in Reinforced Concrete. Cement and Concrete Research, 2004. 34: p. 2159–2167
Cabrera, J. G., Deterioration of Concrete Due to Reinforcement Steel Corrosion. Cement & Concrete Composites, 1996. 18: p. 47-59
Guerrero, A. M. A., Robayo-Salazar, R. A., Mejía de Gutiérrez, R., A Novel Geopolymer Application: Coatings to Protect Reinforced Concrete Against Corrosion. Applied Clay Science, 2017. 135: p. 437–446
Elsener, B., Büchler, M., Stalder, F., Böhni H., Migrating Corrosion Inhibitor Blend for Reinforced Concrete: Part 1—Prevention of Corrosion. Corrosion,1999. 55(12): p. 1155-1169
Song, H.W., Saraswathy, V., Corrosion Monitoring of Reinforced Concrete Structures – A Review. International Journal of Electrochemical Science, 2007. 2: p. 1- 28
Thomas, B. S., Gupta, R. C., Panicker, V. J., Recycling of waste tire rubber as aggregate in concrete:durability-related performance. Journal of Cleaner Production, 2016. 112(1): p. 504-513
Oikonomou, N., Mavridou, S., Improvement of chloride ion penetration resistance in cement mortars modifiedwith rubber from worn automobile tires. Cement & Concrete Composites, 2009. 31: p. 403–407
Yung, W. H., Yung, L. C., Hua L. H., A study of the durability properties of waste tire rubber appliedto self-compacting concrete. Construction and Building Materials, 2013. 41: p. 665-672
Dermaj, A., Hajjaji, N., Joiret, S.,. Rahmouni, K., Srhiri, A., Takenouti, H., Vivier, V., Electrochemical and spectroscopic evidences of corrosioninhibition of bronze by a triazole derivative. Electrochimica Acta, 2007. 52: p. 4654–4662
Goffer, Z., Archaeological Chemistry, 2007, A John Wiley & Sons, Inc Publication,, p. 193-197.