FLEXURAL BEHAVIOUR OF GFRP-REINFORCED CONCRETE CONTINUOUS BEAMS

Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F12%3A00193182" target="_blank" >RIV/68407700:21110/12:00193182 - isvavai.cz</a>
Result on the web
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DOI - Digital Object Identifier
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Result language
angličtina
Original language name
FLEXURAL BEHAVIOUR OF GFRP-REINFORCED CONCRETE CONTINUOUS BEAMS
Original language description
The aim of this paper is to investigate the behaviour of concrete continuous beams with domestic GFRP reinforcement. In addition authors focused on the moment redistribution effect in GFRP-reinforced concrete continuous beams. Three beams with differentGFRP reinforcement configuration were examined in this paper and compared to the steel-reinforced concrete continuous beam. Concrete continuous beams were 3800 mm long with two uneven spans. One span was 2300 mm long; the other span was 1500 mm long. Thecross section of the beams was 130 mm wide and 180 mm high. Point load was applied 1000 mm from the end support of the longer span. Loading was controlled by monotonic deflection increments. Point load, deflection and all support reactions were monitored during the experimental program. Load-deflection diagrams of the GFRP-reinforced concrete continuous beams were bi-linear as GFRP rebars had no yield point and no plastic plateau. It was verified experimentally that GFRP-reinforced conc
Czech name
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Czech description
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Project
<a href="/en/project/VG20102014003" target="_blank" >VG20102014003: Experimental development of high-performance concrete with improved resistance against shock loading and high explosion energy absorption and dissipation capacity</a><br>
Continuities
P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)

Publication year
2012
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

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