Behaviour of Polypropylene and Steel Fibre Reinforced High Strength Concrete Exterior Beam Column Joint
L. Andal, M. Sathish Kumar, T. Nithiya Sree, V. Preetha
download PDFAbstract. The present work aims at studying the performance of polypropylene and steel fibre reinforced high strength concrete in exterior joint of beam-column. Individually and in combination, steel fibre with 0.25 %, 0.50 %, 0.75 %, and 1 % by volume of concrete and polypropylene fibre with 0.16 % and 0.32 % by volume of cement were induced into the concrete. The characteristics investigated are energy absorption capacity, displacement ductility and shear carrying capacity. From the obtained test results, it is concluded that 0.16% polypropylene fibre with 0.75% steel fibre in hybrid fibre composites show desired strength in all aspects of investigation.
Keywords
High Strength Concrete, Hybrid Fibre Reinforcement, Beam Column Joint, Joint Shear Force
Published online , 11 pages
Copyright © 2022 by the author(s)
Published under license by Materials Research Forum LLC., Millersville PA, USA
Citation: L. Andal, M. Sathish Kumar, T. Nithiya Sree, V. Preetha, Behaviour of Polypropylene and Steel Fibre Reinforced High Strength Concrete Exterior Beam Column Joint, Materials Research Proceedings, Vol. 23, pp 148-158, 2022
DOI: https://doi.org/10.21741/9781644901953-19
The article was published as article 19 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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