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Improvement in Bending Performance of Reinforced Concrete Beams Produced with Waste Lathe Scraps

Author

Listed:
  • Memduh Karalar

    (Department of Civil Engineering, Faculty of Engineering, Zonguldak Bulent Ecevit University, Zonguldak 67100, Turkey)

  • Yasin Onuralp Özkılıç

    (Department of Civil Engineering, Faculty of Engineering, Necmettin Erbakan University, Konya 42000, Turkey)

  • Ahmed Farouk Deifalla

    (Structural Engineering and Construction Management Department, Future University in Engineering, Cairo 11835, Egypt)

  • Ceyhun Aksoylu

    (Department of Civil Engineering, Faculty of Engineering and Natural Sciences, Konya Technical University, Konya 42130, Turkey)

  • Musa Hakan Arslan

    (Department of Civil Engineering, Faculty of Engineering and Natural Sciences, Konya Technical University, Konya 42130, Turkey)

  • Mahmood Ahmad

    (Department of Civil Engineering, University of Engineering and Technology Peshawar (Bannu Campus), Bannu 28100, Pakistan)

  • Mohanad Muayad Sabri Sabri

    (Peter the Great St. Petersburg Polytechnic University, 195251 St. Petersburg, Russia)

Abstract

In this study, the impacts of different proportions of tension reinforcement and waste lathe scraps on the failure and bending behavior of reinforced concrete beams (RCBs) are clearly detected considering empirical tests. Firstly, material strength and consistency test and then ½ scaled beam test have been carried out. For this purpose, a total of 12 specimens were produced in the laboratory and then tested to examine the failure mechanism under flexure. Two variables have been selected in creating text matrix. These are the longitudinal tension reinforcement ratio in beams (three different level) and volumetric ratio of waste lathe scraps (four different level: 0%, 1%, 2% and 3%). The produced simply supported beams were subjected to a two-point bending test. To prevent shear failure, sufficient stirrups have been used. Thus, a change in the bending behavior was observed during each test. With the addition of 1%, 2% and 3% waste lathe scraps, compressive strength escalated by 11.2%, 21.7% and 32.5%, respectively, compared to concrete without waste. According to slump test results, as the waste lathe scraps proportion in the concrete mixture is increased, the concrete consistency diminishes. Apart from the material tests, the following results were obtained from the tests performed on the beams. It is detected that with the addition of lathe waste, the mechanical features of beams improved. It is observed that different proportions of tension reinforcement and waste lathe scraps had different failure and bending impacts on the RCBs. While there was no significant change in stiffness and strength, ductility increased considerably with the addition of lathe waste.

Suggested Citation

  • Memduh Karalar & Yasin Onuralp Özkılıç & Ahmed Farouk Deifalla & Ceyhun Aksoylu & Musa Hakan Arslan & Mahmood Ahmad & Mohanad Muayad Sabri Sabri, 2022. "Improvement in Bending Performance of Reinforced Concrete Beams Produced with Waste Lathe Scraps," Sustainability, MDPI, vol. 14(19), pages 1-17, October.
  • Handle: RePEc:gam:jsusta:v:14:y:2022:i:19:p:12660-:d:934024
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    References listed on IDEAS

    as
    1. Ali İhsan Çelik & Yasin Onuralp Özkılıç & Özer Zeybek & Nebi Özdöner & Bassam A. Tayeh, 2022. "Performance Assessment of Fiber-Reinforced Concrete Produced with Waste Lathe Fibers," Sustainability, MDPI, vol. 14(19), pages 1-17, September.
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    Cited by:

    1. Abeer M. El-Sayed & Abeer A. Faheim & Aida A. Salman & Hosam M. Saleh, 2022. "Sustainable Lightweight Concrete Made of Cement Kiln Dust and Liquefied Polystyrene Foam Improved with Other Waste Additives," Sustainability, MDPI, vol. 14(22), pages 1-14, November.
    2. Noor Md. Sadiqul Hasan & Nur Mohammad Nazmus Shaurdho & Md. Habibur Rahman Sobuz & Md. Montaseer Meraz & Md. Abdul Basit & Suvash Chandra Paul & Md Jihad Miah, 2023. "Rheological, Mechanical, and Micro-Structural Property Assessment of Eco-Friendly Concrete Reinforced with Waste Areca Nut Husk Fiber," Sustainability, MDPI, vol. 15(19), pages 1-29, September.
    3. Maria E. Sosa & Claudio J. Zega, 2023. "Experimental and Estimated Evaluation of Drying Shrinkage of Concrete Made with Fine Recycled Aggregates," Sustainability, MDPI, vol. 15(9), pages 1-17, May.
    4. Bangwen Lu & Changwu Liu & Jungang Guo & Naiqi Feng, 2023. "Study on Physical and Mechanical Properties of High-Water Material Made by Seawater," Sustainability, MDPI, vol. 15(4), pages 1-13, February.
    5. Anna Starczyk-Kołbyk & Marcin Małek, 2023. "Analysis of the Life Cycle and Properties of Concrete with the Addition of Waste Car Glass," Sustainability, MDPI, vol. 15(14), pages 1-35, July.
    6. Jianluan Li & Yonggao Yin & Jing Yan, 2023. "Experimental and Numerical Study on the Mechanical Performance of Ultra-High-Performance Concrete T-Section Beams," Sustainability, MDPI, vol. 15(12), pages 1-18, June.
    7. Miloš Kopić & Tiana Milović & Bojan Matić & Stanislav Jovanović & Milan Marinković, 2022. "Optimum Fluid Content in Pavement Cold In-Place Recycling Containing Waste Materials," Sustainability, MDPI, vol. 14(24), pages 1-16, December.
    8. Fernando Antonio da Silva Fernandes & Dayriane do Socorro de Oliveira Costa & Camilo Andrés Guerrero Martin & João Adriano Rossignolo, 2023. "Vitreous Foam with Thermal Insulating Property Produced with the Addition of Waste Glass Powder and Rice Husk Ash," Sustainability, MDPI, vol. 15(1), pages 1-13, January.
    9. Marija Ivanović & Sanja Knežević & Miljana M. Mirković & Ljiljana Kljajević & Dušan Bučevac & Vladimir B. Pavlović & Miloš Nenadović, 2023. "Structural Characterization of Geopolymers with the Addition of Eggshell Ash," Sustainability, MDPI, vol. 15(6), pages 1-13, March.

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