Analysis and Modelling of Reinforced Concrete Beams
- 1. Department of Civil Engineering, Appa Institute of Engineering and Technology, Kalaburgi (Karnataka), India.
- 2. Department of Civil Engineering, KBN College of Engineering, Kalaburagi (Karnataka), India.
Contributors
Contact person:
- 1. Department of Civil Engineering, Appa Institute of Engineering and Technology, Kalaburgi (Karnataka), India.
Description
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.
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- Journal article: 2582-922X (ISSN)
References
- P.Jayajothi and R kumutha, "Finite elements analysis of FRP strengthened RC beam using ansys" Asian Journal of Civil Engineering (BHRC) VOL. 14, NO. 4 (2013)
- Osman, M Ramadan and Sayed M, "Modeling of reinforced concrete beams with and without opening by using Ansys" Journal of Engineering Sciences, Assiut University, Vol. 37, No. 4, pp. 845-858, July 2009.
- S.P.Sangeetha and P. S. Aravind Raj, "Study on finite elemental analysis of reinforced concrete beams with GGBS using Ansys" International Journal of Pure and Applied Mathematics Volume 118 No. 5 2018, 881-887
- Shaishav R. Viradiya, Tarak P. Vora, "Modelingand analysis of reinforcedconcrete beam under flexure usingAnsys" IJCIET, Volume 8, Issue 3, March 2017
- Dr. E.K. Mohanraj et al "Comparative Study on the Behaviour of Load Deflection Characteristics of Beam with Ansys" International Journal of Research in Civil Engineering, Architecture & Design Volume 1, Issue 1, July-September, 2013
- DhirajAhiwale ,HarshadaMadake , Nikita Phadtare , Amit Jarande and Deepak Jambhale, "Modal analysis of cracked cantilever beam using Ansys software" Department of Civil Engineering, Vidya Pratishthan's Kamalnayan Bajaj Institute of Engineering and Technology, Baramati, Pune 41313
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- ISSN: 2582-922X (Online)
- https://portal.issn.org/resource/ISSN/2582-922X#
- Retrieval Number: 100.1/ijse.D1315111422
- https://www.ijse.latticescipub.com/portfolio-item/D1315111422/
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- https://www.ijse.latticescipub.com
- Publisher: Lattice Science Publication (LSP)
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