Design of Reinforced Concrete Beam-Column Joint
Design of Reinforced Concrete Beam-Column Joint
|International Journal of Engineering Trends and Technology (IJETT)||
|© 2022 by IJETT Journal|
|Year of Publication : 2022|
|Authors : Ravikumar. S, Kothandaraman. S
How to Cite?
Ravikumar. S, Kothandaraman. S, "Design of Reinforced Concrete Beam-Column Joint," International Journal of Engineering Trends and Technology, vol. 70, no. 3, pp. 85-94, 2022. Crossref, https://doi.org/10.14445/22315381/IJETT-V70I3P210
In general, Reinforced Concrete (RC) plays a significant role in the construction industry. A concrete devoid of reinforcement is weak in tension; thus, RC is highly significant. As a result, when the tensile stress goes beyond, the concrete is utilised with reinforcement, which augments the Tensile Strength (TS). This concrete can be constructed in numerous varied shapes and sizes, from a simple rectangular column to a slender curved dome or shell, as it is a robust construction material. In RC, the steel`s TS and the concrete`s Compressive Strength (CS) work jointly to permit the member to uphold the stresses over substantial spans. Therefore, the RC Beam-Column (RCBC) joints` design should be valued in-depth necessarily. Subsequently, the shear forces acting on joints, the methodologies utilised in shear forces acting on joints, the Shear Resisting Mechanism (SRM), systems utilised in SRM, along the RCBC joint`s design specifications are reviewed in this work. Furthermore, the TS between Natural Aggregate Concrete (NAC) and Recycled Aggregate Concrete (RAC), the CS between NAC and RAC, and the reinforcing bar`s tensile development length are also reviewed in this paper.
Reinforcement, Beam column joint, Design, Shear resistance, Shear force, Beam column, Model, and Tensile.
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