Design of Shear Connection between Steel Truss and Concrete Slab

Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F13%3A00214771" target="_blank" >RIV/68407700:21110/13:00214771 - isvavai.cz</a>
Result on the web
<a href="http://www.sciencedirect.com/science/article/pii/S1877705813008242" target="_blank" >http://www.sciencedirect.com/science/article/pii/S1877705813008242</a>
DOI - Digital Object Identifier
<a href="http://dx.doi.org/10.1016/j.proeng.2013.04.091" target="_blank" >10.1016/j.proeng.2013.04.091</a>

Result language
angličtina
Original language name
Design of Shear Connection between Steel Truss and Concrete Slab
Original language description
Composite steel and concrete trusses used in floor and bridge structures are analyzed with respect to shear connection between a steel truss and a concrete slab. Elastic and elastic-plastic behaviour of the shear connection is studied in detail. While some plastic redistribution of the longitudinal shear is admissible in some cases for floors of buildings, the elastic distribution is essential for design of bridges. Distinctive peaks of the shear flow above truss nodes within elastic behaviour are numerically studied in various real bridge configurations and compared with approximate approach given in Eurocode 4. Influence of shear connectors densification above truss nodes is discussed in details. Finally some recommendations for practical design arepresented.
Czech name
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Czech description
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Project
<a href="/en/project/GA13-25781S" target="_blank" >GA13-25781S: Local state of stress in selected structures.</a><br>
Continuities
P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)

Publication year
2013
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

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