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Review of non-linear analysis of reinforced concrete column using ansys

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Author Affiliations

  • 1Department of Civil Engineering, SIRTS, Bhopal, MP, India
  • 2Department of Civil Engineering, SIRTS, Bhopal, MP, India

Res. J. Engineering Sci., Volume 7, Issue (6), Pages 1-3, June,26 (2018)

Abstract

RC columns are fundamental load bearing individuals in a structure, which contribute lateral stiffness moreover. When we talk about reinforcements in a column we have a two types i.e. Longitudinal and transverse reinforcements. Longitudinal reinforcements are given parallel to the longitudinal pivot of column and transverse reinforcements might be band, ties or spirals. Stress-strain behaviour of section is essential keeping in mind the end goal to discover the accessible malleability from a column by moment curvature analysis. This paper reviews the investigation on stress strain behaviour of RC column by modelling concrete and steel part independently utilizing ANSYS programming.

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