Analysis and Modelling of Reinforced Concrete Beams
Pradeep Kumar Reddy1, Shaik Kamal Md Azam2
1Pradeep Kumar Reddy, Department of Civil Engineering, Appa Institute of Engineering and Technology, Kalaburgi (Karnataka), India.
2Dr. Shaik Kamal MD Azam, Department of Civil Engineering, KBN College of Engineering, Kalaburagi (Karnataka), India.
Manuscript received on 23 July 2022 | Revised Manuscript received on 04 December 2022 | Manuscript Accepted on 15 November 2022 | Manuscript published on 30 November 2022 | PP: 1-4 | Volume-2 Issue-2, November 2021 | Retrieval Number: 100.1/ijse.D1315111422 | DOI:10.54105/ijse.D1315.112222
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© The Authors. Published by Lattice Science Publication (LSP). This is an open-access article under the CC-BY-NC-ND license (http://creativecommons.org/licenses/by-nc-nd/4.0/)
Abstract: The work is to understanding the behaviour of structural components like beams and columns during loading is crucial for the development of efficient and safe structures. In this report, the reinforced concrete beam has been analyzed and modelled when subjected to two-point loads and single-point load conditions, using the Finite Element Analysis tool, popularly called ANSYS software. The analyzed and modelled beam has a dimension of 500mm × 100 mm × 100 mm with 2 numbers of 8mm diameter bars are main reinforced, and 2 numbers of 8 mm diameter are hanger bars. The behaviour of the analysed beam has been observed regarding the shear behavior, crack widths and displacement for various static loading. According to the analysis carriedout on the Reinforced Concrete beams using ANSYS, it is observed that results are more profound to reinforcement size, materials properties, load percentage increment, etc.
Keywords: Concrete, Steel Fibers, Manufactured Concrete, Software.
Scope of the Article: Buildings