Analyze the Effect of Steel Waste on Performance Characteristics of Concrete

Himani Bisen; Kruti B Jethwa; Maya Rajnarayan Ray; Umank Mishra; Kaushal Kumar; Pankaj Kumar; Nishant Yadav; Anoop Narain Singh

doi:10.52756/ijerr.2024.v45spl.004

Authors

Himani Bisen Department of Civil Engineering, Shri Shankaracharya Technical Campus Junwani, Bhilai, Chhattisgarh, India
Kruti B Jethwa Department of Civil Engineering, Shri Shankaracharya Technical Campus Junwani, Bhilai, Chhattisgarh, India https://orcid.org/0000-0001-8759-9885
Maya Rajnarayan Ray Department of Civil Engineering, BIT Sindri, Dhanbad, Jharkhand. India https://orcid.org/0000-0003-2843-9034
Umank Mishra Department of Civil Engineering, Guru Ghasidas Vishwavidyalaya, Bilaspur, Chhattisgarh, India https://orcid.org/0000-0002-1679-6678
Kaushal Kumar Department of Mechanical Engineering, K.R. Mangalam University, Gurugram, Haryana 122103, India https://orcid.org/0000-0003-1393-8738
Pankaj Kumar Department of Production and Industrial Engineering, NIT Jamshedpur, Jharkhand, 831014, India
Nishant Yadav Department of Civil Engineering, Bhilai Institute of Technology, Durg (CG). India https://orcid.org/0000-0003-1365-1542
Anoop Narain Singh Department of Civil Engineering, Rajkiya Engineering College, Azamgarh, U.P., India https://orcid.org/0000-0002-1337-8593

DOI:

https://doi.org/10.52756/ijerr.2024.v45spl.004

Keywords:

Concrete, Durability, Environmental performance, Finer aggregate, Steel waste, Sustainable construction, Waste utilization

Abstract

This study investigates the feasibility of incorporating steel waste as a sustainable alternative material for finer aggregate in concrete applications. The increasing volume of steel waste generated by industrial processes poses significant environmental challenges, making its efficient utilization imperative. Concrete, as one of the most widely used construction materials, offers a promising avenue for recycling steel waste and reducing environmental impact. The primary objective is to carry out experimental analysis to evaluate the strengths and workability performance of concrete incorporating various proportions of steel waste as replaced in place of sand in ordinary concrete. Replacement level of steel waste is restricted due to adverse effects on the workability of the concrete mix. From a strength standpoint, results show that 28 days of cured concrete incorporating steel waste achieved a significantly higher compressive strength than conventional concrete. However, the rate of strength gain in steel waste concrete is slow compared to conventional concrete. Concrete mixtures are prepared with different percentages of steel waste replacement for traditional aggregates and their properties, including compressive strength, flexural strength and durability. Additionally, the environmental footprint of steel waste-incorporated concrete is evaluated through a life cycle assessment to determine its sustainability compared to conventional concrete. The results of the study provide valuable insights into the potential benefits and challenges associated with utilizing steel waste in concrete applications, offering practical recommendations for optimizing mixture proportions and enhancing the sustainability of construction practices. Maximum flexural strength and compressive strength are found for the maximum curing stage and maximum replacement of finer aggregate through steel waste. Strategies to enhance workability and maintain or improve strength characteristics will be crucial for advancing the use of steel waste in sustainable concrete construction practices. By continuing to innovate and refine these approaches, the construction industry can move towards more sustainable and resource-efficient building materials.

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