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In this paper, the behavior of composite columns is characterized at the cross section and member levels through comparisons between inelastic and elastic analyses.
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To attain this objective, a numerical study has been conducted on a series of composite columns.
The strength of composite columns obtained from the finite element analysis were compared with the design strengths calculated using the Eurocode 4 for composite columns.
Headed stud anchors are subjected to these types of forces in composite structures such as infill walls, composite coupling beams, the connection region of composite columns, or composite column bases.
Furthermore, tracking in the model the load share redistribution processes between the different components, confirms the innovative design concept of the structural fire behavior of this type of composite column.
The influence of concrete shrinkage on the compressive behavior of the composite columns was also investigated.
The strength index is proposed to better evaluate the section behavior of the composite columns.
An analytical model was developed to predict the behavior of the composite columns under axial loading.
The addition of a shrinkage reducing agent was found to further improve the compressive behavior of the composite columns.
The experimental results indicate that the encased steel section can restrain the generation of diagonal shear cracks in the core concrete thus changing the failure mode and the post-yield behavior of short composite columns.
This paper deals with the buckling behavior of composite sandwich columns under compressive loading.
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