Investigation of Load Capacity of Steel Concrete Composite Columns Src Reinforced by IPE
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Lecturer, Department of Civil Engineering, Lorestan University, Khorramabad, Iran
M.Sc, Department of Civil Engineering, Zanjan University, Zanjan, Iran
PhD Candidate, Khorramabad Branch, Islamic Azad University, Iran
M.Sc, Department of Civil Engineering, Ferdowsi University, Mashhad, Iran
Online publication date: 2019-10-30
Publication date: 2019-06-01
Civil and Environmental Engineering Reports 2019;29(2):101-116
In this study, a column with section IPE and different lengths, completely embedded in concrete, is modelled by finite element software ABAQUS. Columns under different bi-axial loading were used and graphs of axial force-axial deformation, interaction axial force, and bending moment and column curve were mapped. The results show that the load capacity of the column, with increasing length and also increasing eccentricity of the axial load, will be reduced. With increasing length, the effect of an increased eccentricity of the reduced load capacity was increased. Equations for the design of the column are also presented. The results of the presented equations were compared with the values obtained from finite element and building national institute 10th topic.
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