Analysis of stiffness and flexural strength of a reinforced concrete beam using an invented reinforcement system

Abdul Nariman, Nazim and Ibrahim Mohammed, Ilham and Othman, Kaywan and Dilshad, Diyako and Khidr, Ibrahim (2021) Analysis of stiffness and flexural strength of a reinforced concrete beam using an invented reinforcement system. Frontiers of Structural and Civil Engineering. pp. 1-16.

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Abstract

In this study, we conducted experimental tests on two specimens of reinforced concrete beams using a three-point bending test to optimize the flexure and stiffness designs. The first specimen is a reinforced concrete beam with an ordinary reinforcement, and the second specimen has an invented reinforcement system that consists of an ordinary reinforcement in addition to three additional bracings using steel bars and steel plates. The results of the flexure test were collected and analyzed, and the flexural strength, the rate of damage during bending, and the stiffness were determined. Finite element modeling was applied for both specimens using the LSDYNA program, and the simulation results of the flexure test for the same outputs were determined. The results of the experimental tests showed that the flexural strength of the invented reinforcement system was significantly enhanced by 15.5% compared to the ordinary system. Moreover, the flexural cracks decreased to a significant extent, manifesting extremely small and narrow cracks in the flexure spread along the bottom face of the concrete. In addition, the maximum deflection for the invented reinforced concrete beam decreased to 1/3 compared to that of an ordinary reinforced concrete beam. The results were verified through numerical simulations, which demonstrated excellent similarities between the flexural failure and the stiffness of the beam. The invented reinforcement system exhibited a high capability in boosting the flexure design and stiffness.

Item Type: Article
Uncontrolled Keywords: three-point flexure test, softening stage, flexural crack, flexural strain
Subjects: T Technology > TA Engineering (General). Civil engineering (General)
Depositing User: ePrints deposit
Date Deposited: 08 Apr 2021 08:34
Last Modified: 08 Apr 2021 08:34
URI: http://eprints.tiu.edu.iq/id/eprint/515

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