EFFECTS OF ALUMINUM FIBERS ADDITIVE ON THE COMPRESSIVE STRENGTH OF A CONCRETE
Abstract
Utilizing recycled waste as an additional construction material is an innovation that can reduce the negative environmental impacts caused by waste. One of the wastes that can be utilized in this case is aluminum cans. The use of aluminum fiber in concrete mixtures is appropriate since aluminum is resistant to corrosion or rust. This research aims to determine the effect of adding aluminum fiber on the compressive strength of concrete. The aluminum cans were shaved into fibers with dimensions of 2 x 35 mm. The resulting aluminum fiber is then added into the concrete mixture with a percentage of 0%, 0.05%, 0.075%, 0.1%, and 0.125% of the total volume of the test objects. Tests for compressive strength was then carried out after test specimens were aged for 28 days. The test results showed a peak compressive strength of (20.72 ± 0.35) MPa is observed at the addition of 0.05% aluminum fiber relative to the volume of concrete used for testing. A regression analysis was performed based on the relationship between the amount of aluminum fiber additive and the resulting compressive strength. Based on this analysis, the optimum value for aluminum fiber to be added to the concrete is 0.040% of its volume.
References
Karima, D., Wijatmiko, I., & Waluyohadi, I., "Pengaruh Variasi Fraksi Dari Serat Kaleng Terhadap Besaran Karakteristik Beton", Jurnal Mahasiswa Teknik Sipil, Vol.1 No.1, 2018.
Mulyadi, S., Basa, D., & Halawa, F., "Karakterisasi Sifat Mekanis Kaleng Minuman 63 (Larutan Lasegar, Pocari Sweat Dan Coca Cola)", Prosiding Seminar Nasional Fisika, IV, 2015.
Nugraheni, M. W., "Tinjauan Kuat Tekan Beton Mutu Tinggi Berserat Baja dengan Menggunakan Filler Nanomaterial", Tugas Akhir, Universitas Sebelas Maret, 2011.
Yao, A., Xu, J., Xia, W., Huang, H., Ning, Y., 2022. "Study on Impact Compression Performance and Constitutive Model of Aluminum Oxide Fiber-Reinforced Concrete" Applied Sciences 12, no. 10, 4909. https://doi.org/10.3390/app12104909
Rajaraman, J., 2017. "Study on Structural Behaviour of Aluminium Fiber in Concrete" Journal of Engineering and Applied Sciences 12, special issue 11, 9182-9183.
Elsayed, M., Abd-Allah, S. R., Said, M., El-Azim, A. A., 2023. "Structural performance of recycled coarse aggregate concrete beams containing waste glass powder and waste aluminum fibers" Case Studies in Construction Materials 18, 2214-5095. https://doi.org/10.1016/j.cscm.2022.e01751
Udoye, N., Fayomi, O., Inegbenebor, A., 2019. "Realization of Agro Waste Fiber-particulate for Low-Cost Aluminium Based Metal Matrix Composite: A Review", in: IOP Conference Series: Materials Science and Engineering, vol. 640, IOP Publishing.
Channa, I.A., Saand, A., "Mechanical behavior of concrete reinforced with waste aluminium strips", Civ. Eng. J. vol. 7 (7), 1169–1182.
Elsayed, M., Althoey, F., Tayeh, B.A., Ahmed, N., Abd El-Azim, A., 2022. "Behavior of Eccentrically Loaded Hybrid Fiber-Reinforced High Strength Concrete Columns Exposed to Elevated", J. Mater. Res. Technol.
Brena, S.F., Bramblett, R.M., Wood, S.L., Kreger, M.E., 2003. "Increasing flexural capacity of reinforced concrete beams using carbon fiber-reinforced polymer composites". Struct. J., 100, 36–46.
Afroz, M., Patnaikuni, I., Venkatesan, S., 2017. "Chemical durability and performance of modified basalt fiber in concrete medium". Constr. Build. Mater., 154, 191–203.
Cui, Y., Chen, Y., Cen, G., Peng, G., "Comparative study on the effect of organic and inorganic fiber on the anti-wheel impact performance of airport pavement concrete under freeze-thaw environment". Constr. Build. Mater., 211, 284–297.
Report on Fiber Reinforced ConcreteReport on Fiber Reinforced Concrete, ACI 544.1R-96, 2002.
Standar Nasional Indonesia (SNI), 03-2834, Tata Cara Pembuatan Rencana Campuran Beton Normal, 2000.
Standar Nasional Indonesia (SNI), 1974-2011 Cara Uji Kuat Tekan Beton dengan Benda Uji Silinder, 2011.
ASTM C39/C39M Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens. American Society for Testing and Materials, 2001.