Parametric Study on Tubed Steel Reinforced Concrete Columns under Axial Loading

Abstract

The decades have seen outstanding advances in the use of composite steel-concrete structural systems in the construction of buildings. Concrete-steel composite structure is defined as construction in which both steel and concrete materials are combined and maximize the structural and economic advantages of each material. Composite column increases the rigidity of the structure and provide significant axial load carrying capacity. Composite columns are classified as concrete filled steel tubular columns and encased columns .Encased column is also known as Steel Reinforced concrete columns. Tubed steel reinforced concrete column is special type of composite column in which reinforcing bars in the form of steel tube on the perimeter and steel shape at core of the column. When concrete filled steel tube is provided, the strength of concrete is increased by the confining effect of steel tube, and the strength reduction is not very severe, since the tube prevents the spalling of concrete. The purpose of the current research is conduct parametric study by varying steel shape, length of column and thickness of steel tube of tubed steel reinforced concrete column by using finite element analysis software ANSYS17.ISMB150, ISMB125, ISMB100 are used for steel shape. The results show that when the thickness of column is increased by one mm, 8.043 % reduction developed in deformation of columns under constant load. When length of the column is increased by 200 mm, deformation is also increased.

Authors and Affiliations

Tinu Mathew T, Krishnachandran V. N.

Keywords

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  • EP ID EP22545
  • DOI -
  • Views 169
  • Downloads 4

How To Cite

Tinu Mathew T, Krishnachandran V. N. (2016). Parametric Study on Tubed Steel Reinforced Concrete Columns under Axial Loading. International Journal for Research in Applied Science and Engineering Technology (IJRASET), 4(8), -. https://europub.co.uk/articles/-A-22545