Performance Evaluation of RCC Beam Column Joint with Aramid Fibre

Performance Evaluation of RCC Beam Column Joint with Aramid Fibre

V. Jayanthi, S. Mehala, P. Rajesh Kumar

Abstract-In reinforced concrete structure beam, the beam column joints are more crucial zones which are most susceptible to failure during earthquake excitation. It is very important to design the joint to dissipate the large amount of energy to the neighbouring elements without loss of strength and ductility. Several retrofitting methods are employed to strengthen the beam column joint. The effective method one among is Fibre Reinforced Polymer (FRP) composites. In this paper, the deflection of beam column joint wrapped with aramid fibre has been calculated and it is compared with Ansys software solution. From the results, the deflection of the joint is decreased when aramid fibre is used.

Keywords
Column Joint, Aramid Fibre, Moment Resistance Earthquake

Published online , 7 pages
Copyright © 2022 by the author(s)
Published under license by Materials Research Forum LLC., Millersville PA, USA

Citation: V. Jayanthi, S. Mehala, P. Rajesh Kumar, Performance Evaluation of RCC Beam Column Joint with Aramid Fibre, Materials Research Proceedings, Vol. 23, pp 9-15, 2022

DOI: https://doi.org/10.21741/9781644901953-2

The article was published as article 2 of the book Sustainable Materials and Smart Practices

Content from this work may be used under the terms of the Creative Commons Attribution 3.0 licence. Any further distribution of this work must maintain attribution to the author(s) and the title of the work, journal citation and DOI.

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