INVESTIGATION ON LOAD CAPACITY OF STEEL CONCRETE COMPOSITE COLUMNS SRC REINFORCED BY IPE
Journal Title: Civil and Environmental Engineering Reports - Year 2019, Vol 2, Issue 29
Abstract
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 biaxial 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.<br/><br/>
Authors and Affiliations
Peyman BEIRANVAND, Matin ABDOLLAHIFAR, Ahmad MORADPOUR, Saeideh SADEGHI GOLMAKANI
Keywords
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- EP ID EP640751
- DOI 10.2478/ceer-2019-0019
- Views 52
- Downloads 0
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