Analysis of Rectangular Concrete Columns with Hybrid Frp-Steel Bars

Session

Civil Engineering, Infrastructure and Environment

Description

This paper aims is to provide a clear panorama which leads to a better understanding of the axially loaded behaviour of hybrid rectangular reinforced concrete (RC) columns with different sections and amount area of longitudinal bars. This investigation is to compute the maximum axial load carrying capacity of FRP bar reinforced concrete columns under axial compression, the research is to find the contribution of the FRP longitudinal bars in concrete columns based on the ultimate tensile strength of FRP bars. This nonlinear finite element analytical research conducted three different sections 25/30, 25/40 and 25/50 cm with different amount area of steel and FRP bars.

Keywords:

Sludge, Treatment Plant, Agriculture, Incinerator

Session Chair

Feti Selmani

Session Co-Chair

Anjeza Alaj

Proceedings Editor

Edmond Hajrizi

ISBN

978-9951-550-19-2

Location

Pristina, Kosovo

Start Date

26-10-2019 1:30 PM

End Date

26-10-2019 3:00 PM

DOI

10.33107/ubt-ic.2019.188

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Oct 26th, 1:30 PM Oct 26th, 3:00 PM

Analysis of Rectangular Concrete Columns with Hybrid Frp-Steel Bars

Pristina, Kosovo

This paper aims is to provide a clear panorama which leads to a better understanding of the axially loaded behaviour of hybrid rectangular reinforced concrete (RC) columns with different sections and amount area of longitudinal bars. This investigation is to compute the maximum axial load carrying capacity of FRP bar reinforced concrete columns under axial compression, the research is to find the contribution of the FRP longitudinal bars in concrete columns based on the ultimate tensile strength of FRP bars. This nonlinear finite element analytical research conducted three different sections 25/30, 25/40 and 25/50 cm with different amount area of steel and FRP bars.