prikaz prve stranice dokumenta Ductility of Concrete Beams Reinforced with FRP Rebars
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Ductility of Concrete Beams Reinforced with FRP Rebars
Buildings, 11(9) (2021); 424. https://doi.org/10.3390/buildings11090424
Renić, Tvrtko; Kišiček, Tomislav

Citirajte ovaj rad

Renić, T. i Kišiček, T. (2021). Ductility of Concrete Beams Reinforced with FRP Rebars. Buildings, 11(9).. doi: 10.3390/buildings11090424

Renić, Tvrtko i Tomislav Kišiček. "Ductility of Concrete Beams Reinforced with FRP Rebars." Buildings, vol. 11(9), 2021. https://doi.org/10.3390/buildings11090424

Renić, Tvrtko i Tomislav Kišiček. "Ductility of Concrete Beams Reinforced with FRP Rebars." Buildings 11(9) (2021). https://doi.org/10.3390/buildings11090424

Renić, T. i Kišiček, T. (2021) 'Ductility of Concrete Beams Reinforced with FRP Rebars', Buildings, 11(9). doi: 10.3390/buildings11090424

Renić T, Kišiček T. Ductility of Concrete Beams Reinforced with FRP Rebars. Buildings [Internet]. 2021. [pristupljeno 03.12.2024.];11(9). doi: 10.3390/buildings11090424

T. Renić i T. Kišiček, "Ductility of Concrete Beams Reinforced with FRP Rebars", Buildings, vol. 11(9), 2021. [Online]. Dostupno na: https://urn.nsk.hr/urn:nbn:hr:237:029487. [Citirano: 03.12.2024.]

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Podaci o radu
Naslov (engleski)Ductility of Concrete Beams Reinforced with FRP Rebars
AutorTvrtko Renić
AutorTomislav Kišiček
Autorova ustanovaSveučilište u Zagrebu
Građevinski fakultet
Znanstveno / umjetničko
područje, polje i grana		TEHNIČKE ZNANOSTI
Građevinarstvo
Sažetak (engleski)
Concrete beams reinforced with FRP rebars have greater durability than standard steel reinforced elements. The main disadvantage of using FRP rebars is the low ductility of elements which may be unacceptable in certain situations. There are several different ways of increasing the ductility of concrete elements, which are analyzed in this paper. They are compared based on efficiency, influence on durability and ease of construction. Less analyzed and tested methods are given more attention to try and expand the current knowledge and possibilities. For methods that lack experimental data, theoretical analysis is undertaken to assess the possible influence of that method on the increase in ductility. Ductility was obtained by calculating bending moment–curvature diagrams of cross sections for different reinforcement layouts. One method that lacks experimental data is confining the compressive area of beams with tensile FRP reinforcement. Theoretical analysis showed that confining the compressive area of concrete can significantly increase the ductility and bending capacity of beams. Since experimental data of beams reinforced with FRP rebars in tension and confined compressive area is sparse, some suggestions on the possible test setups are given to validate this theoretical analysis. Concrete beams reinforced with FRP can be detailed in such a way that they have sufficient ductility, but additional experimental research is needed.
Ključne riječi (engleski)
Jezikengleski
Vrsta publikacijeZnanstveni rad - Izvorni znanstveni rad
Status objaveObjavljen
Vrsta recenzijeRecenziran - međunarodna recenzija
Verzija publikacijeObjavljena verzija rada (izdavačev PDF)
Naslov časopisaBuildings
Brojčani podacivol. 11(9), 424
e-ISSN2075-5309
DOIhttps://doi.org/10.3390/buildings11090424
URN:NBNurn:nbn:hr:237:029487
Datum objave publikacije2021
Vrsta resursaTekst
Prava pristupaOtvoreni pristup
Uvjeti korištenjaIkona licence Zaštićeno autorskim pravom.
Datum i vrijeme pohrane2024-09-04 12:20:17