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Theoretical Research of the Influence of Changes in Input Parameters on Load Capacity and Quantity of Shear Coupling
Hrabovská, Kristýna
This research is focused on coupling elements and their load-bearing capacity in steel-concrete composite beams. Specifically shear studs and their possible replacement with blind bolts and thus achieving demountability of the structure. The first phase of the research focused on shear studs. Mainly on their necessary quantity and placement on the beam and on how the change of dimensions and materials will affect their load-bearing capacity. The outputs from this phase should be used in the next step, where the bolts will be considered instead of the studs and their load capacity will be compared.

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