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

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rdf:type	skos:Concept http://linked.opendata.cz/ontology/domain/vavai/Vysledek
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 different GFRP 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. The cross 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 GFRP rebars 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, respectively. Steel-reinforced concrete beam with reinforcement ratio 0.43 was able to redistribute 52 % of moments. 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 different GFRP 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. The cross 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 GFRP rebars 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, respectively. Steel-reinforced concrete beam with reinforcement ratio 0.43 was able to redistribute 52 % of moments. (en)
Title	Redistribution of Bending Moment in Continuous Concrete Beams Reinforced with Glass Fibre Reinforced Polymer Redistribution of Bending Moment in Continuous Concrete Beams Reinforced with Glass Fibre Reinforced Polymer (en)
skos:prefLabel	Redistribution of Bending Moment in Continuous Concrete Beams Reinforced with Glass Fibre Reinforced Polymer Redistribution of Bending Moment in Continuous Concrete Beams Reinforced with Glass Fibre Reinforced Polymer (en)
skos:notation	RIV/68407700:21110/12:00193439!RIV13-MV0-21110___
http://linked.open...avai/riv/aktivita	P
http://linked.open...avai/riv/aktivity	P(VG20102014003)
http://linked.open...vai/riv/dodaniDat	2013
http://linked.open...aciTvurceVysledku	Máca, Petr Vogel, Filip Sovják, Radoslav
http://linked.open.../riv/druhVysledku	D - Článek ve sborníku
http://linked.open...iv/duvernostUdaju	S - Úplné a pravdivé údaje nepodléhající ochraně podle zvláštních právních předpisů
http://linked.open...titaPredkladatele	České vysoké učení technické v Praze / Fakulta stavební
http://linked.open...dnocenehoVysledku	164468
http://linked.open...ai/riv/idVysledku	RIV/68407700:21110/12:00193439
http://linked.open...riv/jazykVysledku	eng - angličtina
http://linked.open.../riv/klicovaSlova	Concrete; Continuous beam; Flexural capacity; GFRP reinforcement; Moment redistribution (en)
http://linked.open.../riv/klicoveSlovo	GFRP reinforcement Concrete Continuous beam Flexural capacity Moment redistribution
http://linked.open...ontrolniKodProRIV	[C188A71735D5]
http://linked.open...v/mistoKonaniAkce	Tábor
http://linked.open...i/riv/mistoVydani	Praha
http://linked.open...i/riv/nazevZdroje	Proceedings of the 50th Annual Conference on Experimental Stress Analysis
http://linked.open...in/vavai/riv/obor	JN
http://linked.open...ichTvurcuVysledku	3 (xsd:int)
http://linked.open...cetTvurcuVysledku	3 (xsd:int)
http://linked.open...vavai/riv/projekt	Experimental development of high-performance concrete with improved resistance against shock loading and high explosion energy absorption and dissipation capacity
http://linked.open...UplatneniVysledku	2012
http://linked.open...iv/tvurceVysledku	Máca, Petr Sovják, Radoslav Vogel, Filip
http://linked.open...vavai/riv/typAkce	EUR - Evropská
http://linked.open...ain/vavai/riv/wos	000314083900065
http://linked.open.../riv/zahajeniAkce	2012-06-04 (xsd:date)
number of pages	5 (xsd:int)
http://purl.org/ne...btex#hasPublisher	České vysoké učení technické v Praze
https://schema.org/isbn	978-80-01-05060-6
http://localhost/t...ganizacniJednotka	21110

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