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The effect of iron chip additive on structural behavior of under-reinforced and over-reinforced cantilever beams

Authors

  • Omer Fatih Sancak Institute of Natural Sciences, Sakarya University, Sakarya (Türkiye)
  • Muhammet Zeki Ozyurt Civil Engineering Department, Sakarya University, Sakarya (Türkiye)

DOI:

https://doi.org/10.7764/RDLC.21.3.767

Keywords:

cantilever beam, iron chip additive, ductility, reinforced concrete, structural behavior.

Abstract

This study focused on whether industrial iron chips waste can be recycled by using them in the production of reinforced concrete cantilever beams. The amount of aggregate in the range of 0-4 mm in the concrete used in the production of cantilever beams was determined. And this amount was reduced by 10%, 20%, and 40% and replaced with iron chips. Cantilever beams have been produced in two different ways as under-reinforcement and over-reinforcement by changing the diameters of the tension reinforcement. Thanks to the experimental setup, the cantilever beams were loaded at their endpoints. In the experimental study, the load-displacement curves of the cantilever beams were obtained. According to the findings obtained in the study, under-reinforced cantilever beams behaved more ductile than over-reinforced cantilever beams. Cantilever beams with 40% iron chip additive reached the highest strength and exhibited the most brittle fracture examples. Cantilever beams containing 10% and 20% iron chip additives increased their ductility values up to 14.54% and decreased ​​their strength up to %17.27 compared to reference cantilever beams.

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References

Althoey, F., Hosen, M. A. (2021). Physical and mechanical characteristics of sustainable concrete comprising industrial waste materials as a replacement of conventional aggregate. Sustainability, 13(8), 4306.

Alwaeli M., Nadziakiewicz J. (2012). Recycling of Scale and Steel Chips Waste as a Partial Replacement of Sand in Concrete. Construction and Building Materials 28, 157–163.

Alwaeli M. (2016). The implementation of scale and steel chips waste as a replacement for raw sand in concrete manufacturing. Journal of Cleaner Produc-tion 137:1038–1044.

Aykaç, S., Aykaç, B., Ekinci, Y. (2011). BA yapilarda konsol kirişlere aktarilan i̇lave yükler. Teknik Dergi, 5449-5462, 351.

Binici, H., Sevinç, A. H., Geçkil, H. (2015). Atık Demir Tozu Katkılı Harç ve Betonların Durabilite Özellikleri. Çukurova University Journal of the Faculty of Engineering and Architecture, 30(1), pp. 1-16, June.

Cosgun, T. (2016). An experimental study of RC beams with varying concrete strength classes externally strengthened with CFRP composites. Journal of Engineered Fibers and Fabrics, 11(3), 155892501601100302.

Dharmaraj, R. (2021). Experimental study on strength and durability properties of iron scrap with fly ash based concrete. Materials today: proceedings, 37, 1041-1045.

Furlani, E., Maschio, S. (2016). Steel scale waste as component in mortars production: An experimental study. Case Studies in Construction Materials 4:93-101.

Garg, H. (2022). Durability of concrete made with steel filings as a replacement of fine aggregate. Materials Today: Proceedings, 49, 3217-3221.

Kashkool, M. J., Almadi, W. A., Jabal, Q. A., Al Asadi, L. A. R., Alghurabi, J. K. (2021). Some Mechanical Properties of Polymer Modified Concrete by Adding Waste Iron Filings and Chips. Key Engineering Materials ISSN: 1662-9795, Vol. 895, pp 110-120.

Malek, M., Kadela, M., Terpilowski, M., Szewczyk, T., Lasica, W., Muzolf, P. (2021). Effect of metal lathe waste addition on the mechanical and thermal properties of concrete. Materials 14(11):2760.

Park, R. (1988). Ductility Evaluation from Laboratory and Analytical Testing. Proceedings of the 9th World Conference on Earthquake Engineering, Tokyo, Kyoto, 8, 605-616.

Praburanganathan, S., Chithra, S., Divyah, N., Sudharsan, N., Simha, Y. and Vigneshwaran, S. (2022). Value-added waste substitution using slag and rubber aggregates in the sustainable and eco-friendly compressed brick production. Revista de la Construcción. Journal of Construction, 21(1), 5-20.

Sancak, O. F. (2021). Demir talaşı katkılı betonların ve etriye kanca açısının konsol kirişlerin yapısal davranışına etkisi. Sakarya University, Institute of Natural Science, Master’s Thesis.

Satyaprakash, Helmand, P., Saini, S. (2019). Mechanical Properties of Concrete in Presence of Iron Filings as Complete Replacement of Fine Aggregates. Materials Today: Proceedings Volume 15, Part 3, Pages 536-545.

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Published

2022-01-03 — Updated on 2022-12-31

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How to Cite

Sancak, O. F. ., & Ozyurt, M. Z. . (2022). The effect of iron chip additive on structural behavior of under-reinforced and over-reinforced cantilever beams. Revista De La Construcción. Journal of Construction, 21(3), 767–777. https://doi.org/10.7764/RDLC.21.3.767 (Original work published January 3, 2022)