Design of shear connection in composite steel and concrete truss bridges

Kód výsledku v IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F12%3A00198769" target="_blank" >RIV/68407700:21110/12:00198769 - isvavai.cz</a>
Výsledek na webu
<a href="http://www.code2012.org" target="_blank" >http://www.code2012.org</a>
DOI - Digital Object Identifier
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Jazyk výsledku
angličtina
Název v původním jazyce
Design of shear connection in composite steel and concrete truss bridges
Popis výsledku v původním jazyce
Optimum design of shear connection between steel truss and concrete slab is the main purpose of this paper. Numerical approach is based on 3D materially non-linear analysis using ANSYS software package, with experimental verification of the modelling. Following parametrical investigation concerns the elastic distribution of the shear flow corresponding to design level of bridge loading and Eurocode 4 approach. Parametric studies and an attempt of optimum design are demonstrated, resulting in recommendations for practical design.
Název v anglickém jazyce
Design of shear connection in composite steel and concrete truss bridges
Popis výsledku anglicky
Optimum design of shear connection between steel truss and concrete slab is the main purpose of this paper. Numerical approach is based on 3D materially non-linear analysis using ANSYS software package, with experimental verification of the modelling. Following parametrical investigation concerns the elastic distribution of the shear flow corresponding to design level of bridge loading and Eurocode 4 approach. Parametric studies and an attempt of optimum design are demonstrated, resulting in recommendations for practical design.

Rok uplatnění
2012
Kód důvěrnosti údajů
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

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