TWO SIMPLIFIED MODELS OF COLUMN WEB PANEL IN SHEAR
DOI:
https://doi.org/10.14311/CEJ.2018.02.0018Keywords:
Web panel in shear, Finite element model, Parametric study, Steel joint, Component methodAbstract
The paper presents behaviour of the column web panel in shear. The finite element method is employed to examine the resistance of a joint with an extended end plate connection. The FE model is validated to results of physical tests and verified by an analytical solution based on existing formulas. Finally, a parametric study is performed. The studied parameters include web panel thickness, bolt position and the column dimensions.
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