Behaviour of the Steel Slag Blended Concrete by Determination of Its Elastic Properties
Karthik Prabhu T1, Nagarajan2, Jagadesh P3, Eswaramoorthi P.4
1Karthik Prabhu T, Professor, Department of Civil Engineering, Kumaraguru College of Technology, Coimbatore (Tamil Nadu), India.
2Jagadesh P, Assistant Professor, Department of Civil Engineering, Coimbatore Institute of Technology, Coimbatore (Tamil Nadu), India.
3Nagarajan V, Associate Professor, Department of Civil Engineering, Coimbatore Institute of Technology, Coimbatore (Tamil Nadu), India.
4Eswaramoorthi P, Professor, Department of Civil Engineering, Kumaraguru College of Technology, Coimbatore (Tamil Nadu), India.
Manuscript received on 10 December 2018 | Revised Manuscript received on 29 December 2018 | Manuscript Published on 09 January 2019 | PP: 78-80 | Volume-7 Issue-4S November 2018 | Retrieval Number: E1874017519/19©BEIESP
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© The Authors. Blue Eyes Intelligence Engineering and Sciences Publication (BEIESP). This is an open access article under the CC-BY-NC-ND license (http://creativecommons.org/licenses/by-nc-nd/4.0/)
Abstract: The behavior of the steel slag blended concrete is experimented, by partially replacing Coarse aggregate by steel slagto study the mechanical properties by experimenting the cylinder compressive strength (CCSHH), the modulus of elasticity (MEY) and modulus of rupture (MRE). The steel slag is used as a supplementary material in the concrete. The partial replacement for the coarse aggregate replacement was done up to 8% and partial replacement of fine aggregate with steel slag was done up to 30% and the test procedure for determining the mechanical properties of concrete was confined to ASTM STP 169D, ACI :318 and IS 516 – 1959 codal regulations. The Comparison was done with the conventional concrete and the steel slag replaced concrete in terms of strength and economy for replacement mixes. Further modeling of the relationships between the mechanical properties of CCSHH, MEY and MRE of the replacement mixes was done and validated with NZS: 3101- New Zealand Standard code 3101, AS: 3600-Australian Standard code 3600) and ACI: 318-American Concrete Institute code 318).
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Scope of the Article: Properties and Mechanics of Concrete