Use of Bended for Reinforcement in the Design of the Slab-Column Connection of a Flat Slab Structure

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F22%3APU146991" target="_blank" >RIV/00216305:26110/22:PU146991 - isvavai.cz</a>

Výsledek na webu

<a href="https://www.scientific.net/SSP.336.151.pdf" target="_blank" >https://www.scientific.net/SSP.336.151.pdf</a>

DOI - Digital Object Identifier

<a href="http://dx.doi.org/10.4028/p-cr9new" target="_blank" >10.4028/p-cr9new</a>

Jazyk výsledku

angličtina

Název v původním jazyce

Use of Bended for Reinforcement in the Design of the Slab-Column Connection of a Flat Slab Structure

Popis výsledku v původním jazyce

This paper presents the results of an experiment to determine the behaviour of slab-column connection of a flat slab (a column). The main objective is to compare the response of the reinforced specimens with conventional and composite reinforcement and to verify the effectiveness of the stirrups from FRP bars (FRP reinforcement used as shear reinforcement). The test specimen was a square shaped concrete slab in four different designs. The results obtained were compared with the theoretical prediction, quantifying the effect of the FRP reinforcement used on the bearing capacity. Finally, the variations in the prediction according to the different approaches are also highlighted. Comparison of the load capacities of the specimen without and with FRP shear reinforcement led to an increase in the case of stirrups with inclination of 90° by 12 %, reps. stirrups with inclination of 45° by 26 %. The results are influenced by the design of the shear reinforcement.

Název v anglickém jazyce

Use of Bended for Reinforcement in the Design of the Slab-Column Connection of a Flat Slab Structure

Popis výsledku anglicky

This paper presents the results of an experiment to determine the behaviour of slab-column connection of a flat slab (a column). The main objective is to compare the response of the reinforced specimens with conventional and composite reinforcement and to verify the effectiveness of the stirrups from FRP bars (FRP reinforcement used as shear reinforcement). The test specimen was a square shaped concrete slab in four different designs. The results obtained were compared with the theoretical prediction, quantifying the effect of the FRP reinforcement used on the bearing capacity. Finally, the variations in the prediction according to the different approaches are also highlighted. Comparison of the load capacities of the specimen without and with FRP shear reinforcement led to an increase in the case of stirrups with inclination of 90° by 12 %, reps. stirrups with inclination of 45° by 26 %. The results are influenced by the design of the shear reinforcement.

Druh

D - Stať ve sborníku

CEP obor

—

OECD FORD obor

20102 - Construction engineering, Municipal and structural engineering

Projekt

<a href="/cs/project/TH04020431" target="_blank" >TH04020431: Rozšíření aplikační oblasti FRP výztuží v betonových konstrukcích</a><br>

Návaznosti

P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)

Rok uplatnění

2022

Kód důvěrnosti údajů

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

Název statě ve sborníku

Solid State Phenomena

ISBN

978-80-907611-6-2

ISSN

1662-9779

e-ISSN

—

Počet stran výsledku

8

Strana od-do

151-158

Název nakladatele

Trans Tech Publications Ltd

Místo vydání

Switzerland

Místo konání akce

Praha

Datum konání akce

19. 5. 2022

Typ akce podle státní příslušnosti

CST - Celostátní akce

Kód UT WoS článku

—