Experimental Verification of Innovative Shear Connection of Composite Steel-Concrete Beams Using Push-Out Tests

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F16%3APU122313" target="_blank" >RIV/00216305:26110/16:PU122313 - isvavai.cz</a>

Výsledek na webu

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DOI - Digital Object Identifier

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Jazyk výsledku

angličtina

Název v původním jazyce

Experimental Verification of Innovative Shear Connection of Composite Steel-Concrete Beams Using Push-Out Tests

Popis výsledku v původním jazyce

The paper presents an experimental verification of shear connection between steel and concrete part of a composite beam. One of the common types of shear connection is the method of rolled girders encased in a concrete slab. The combination of such method and pcb (precast composite beam) technology is called pcb-W (precast composite beam – coupled in web) technology which has been developing since 2003 in Germany. The longitudinal shear force is transformed by composite dowels instead of headed studs. The standard push-out tests according to EC4 have been performed at the Brno University of Technology to verify the behavior of the composite connection and to investigate the possibility of application of steel fiber reinforced concrete for such technology. The reason of this research is to lower the area of reinforcement bars in composite dowels and make the process less laborious.

Název v anglickém jazyce

Experimental Verification of Innovative Shear Connection of Composite Steel-Concrete Beams Using Push-Out Tests

Popis výsledku anglicky

The paper presents an experimental verification of shear connection between steel and concrete part of a composite beam. One of the common types of shear connection is the method of rolled girders encased in a concrete slab. The combination of such method and pcb (precast composite beam) technology is called pcb-W (precast composite beam – coupled in web) technology which has been developing since 2003 in Germany. The longitudinal shear force is transformed by composite dowels instead of headed studs. The standard push-out tests according to EC4 have been performed at the Brno University of Technology to verify the behavior of the composite connection and to investigate the possibility of application of steel fiber reinforced concrete for such technology. The reason of this research is to lower the area of reinforcement bars in composite dowels and make the process less laborious.

Druh

J_x - Nezařazeno - Článek v odborném periodiku (Jimp, Jsc a Jost)

CEP obor

JM - Inženýrské stavitelství

OECD FORD obor

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Projekt

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Návaznosti

S - Specificky vyzkum na vysokych skolach

Rok uplatnění

2016

Kód důvěrnosti údajů

S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Název periodika

International Journal of Theoretical and Applied Mechanics

ISSN

2367-8992

e-ISSN

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Svazek periodika

1

Číslo periodika v rámci svazku

2016

Stát vydavatele periodika

BG - Bulharská republika

Počet stran výsledku

6

Strana od-do

309-314

Kód UT WoS článku

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EID výsledku v databázi Scopus

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