TWO SIMPLIFIED MODELS OF COLUMN WEB PANEL IN SHEAR | Zendy

Marta Kuříková | Zendy; František Wald | Zendy; Kamila Cábová | Zendy

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TWO SIMPLIFIED MODELS OF COLUMN WEB PANEL IN SHEAR

Author(s) -

Marta Kuříková,

František Wald,

Kamila Cábová

Publication year - 2018

Publication title -

stavební obzor

Language(s) - English

Resource type - Journals

eISSN - 1805-2576

pISSN - 1210-4027

DOI - 10.14311/cej.2018.02.0018

Subject(s) - parametric statistics , column (typography) , finite element method , shear (geology) , structural engineering , joint (building) , connection (principal bundle) , materials science , engineering , mathematics , composite material , statistics

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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