Redistribution of Bending Moment in Continuous Concrete Beams Reinforced with Glass Fibre Reinforced Polymer

Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F12%3A00193439" target="_blank" >RIV/68407700:21110/12:00193439 - isvavai.cz</a>
Result on the web
—
DOI - Digital Object Identifier
—

Result language
angličtina
Original language name
Redistribution of Bending Moment in Continuous Concrete Beams Reinforced with Glass Fibre Reinforced Polymer
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, 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 GFRPrebars had no yield point and no plastic plateau. It was verified experimentally that GFRP-reinforced concrete continuous beam with reinforcement ratio 0.24, 0.43 and 0.67 is able to redistribute 32 %, 28 % and 33 % of moments, respectiv
Czech name
—
Czech description
—

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

Article name in the collection
Proceedings of the 50th Annual Conference on Experimental Stress Analysis
ISBN
978-80-01-05060-6
ISSN
—
e-ISSN
—
Number of pages
5
Pages from-to
443-447
Publisher name
Czech Technical University in Prague
Place of publication
Praha
Event location
Tábor
Event date
Jun 4, 2012
Type of event by nationality
EUR - Evropská akce
UT code for WoS article
000314083900065

Similar results(10)