prikaz prve stranice dokumenta Flexural cracks in fibre-reinforced concrete beams with fibre-reinforced polymer reinforcing bars
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Flexural cracks in fibre-reinforced concrete beams with fibre-reinforced polymer reinforcing bars
U: 6th Symposium on Doctoral Studies in Civil Engineering. / Štirmer, Nina (ur.). Zagreb: Sveučilište u Zagrebu, Građevinski fakultet, 2020. str. 175-187. https://doi.org/10.5592/CO/PhDSym.2020
Krasniqi, Enes; Damjanović, Domagoj; Kabashi, Naser

Institucijski repozitorij: Repozitorij Građevinskog fakulteta Sveučilišta u Zagrebu

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Krasniqi, E., Damjanović, D. i Kabashi, N. (2020). Flexural cracks in fibre-reinforced concrete beams with fibre-reinforced polymer reinforcing bars. U N. Štirmer, (Ur.), 6th Symposium on Doctoral Studies in Civil Engineering (str. 175-187). Zagreb: Sveučilište u Zagrebu, Građevinski fakultet. doi: 10.5592/CO/PhDSym.2020

Krasniqi, Enes, et al. "Flexural cracks in fibre-reinforced concrete beams with fibre-reinforced polymer reinforcing bars." 6th Symposium on Doctoral Studies in Civil Engineering, Ur. Nina Štirmer, Sveučilište u Zagrebu, Građevinski fakultet, 2020, str. 175-187. https://urn.nsk.hr/urn:nbn:hr:237:608767

Krasniqi, Enes, Domagoj Damjanović i Naser Kabashi. "Flexural cracks in fibre-reinforced concrete beams with fibre-reinforced polymer reinforcing bars." U 6th Symposium on Doctoral Studies in Civil Engineering, 175-187. Zagreb: Sveučilište u Zagrebu, Građevinski fakultet, 2020. Citirano 26.12.2024.. https://urn.nsk.hr/urn:nbn:hr:237:608767

Krasniqi, E., Damjanović, D. i Kabashi, N. (2020) 'Flexural cracks in fibre-reinforced concrete beams with fibre-reinforced polymer reinforcing bars', u Štirmer, N. (ur.), 6th Symposium on Doctoral Studies in Civil Engineering, Sveučilište u Zagrebu, Građevinski fakultet, Zagreb, str. 175-187. Preuzeto s: https://urn.nsk.hr/urn:nbn:hr:237:608767 (Datum pristupa: 26.12.2024.)

Krasniqi E, Damjanović D, Kabashi N. Flexural cracks in fibre-reinforced concrete beams with fibre-reinforced polymer reinforcing bars. U: N. Štirmer, ur. 6th Symposium on Doctoral Studies in Civil Engineering. Zagreb: Sveučilište u Zagrebu, Građevinski fakultet; 2020. Str. 175-187. [pristupljeno 26.12.2024.] Dostupno na: https://urn.nsk.hr/urn:nbn:hr:237:608767

E. Krasniqi, D. Damjanović i N. Kabashi, "Flexural cracks in fibre-reinforced concrete beams with fibre-reinforced polymer reinforcing bars", 6th Symposium on Doctoral Studies in Civil Engineering, N. Štirmer, Ur. Zagreb: Sveučilište u Zagrebu, Građevinski fakultet, 2020. [Online] Dostupno na: https://urn.nsk.hr/urn:nbn:hr:237:608767 [Citirano: 26.12.2024.]

Za citiranje koristite ovu mrežnu adresu: https://urn.nsk.hr/urn:nbn:hr:237:608767
Podaci o radu
Naslov (engleski)Flexural cracks in fibre-reinforced concrete beams with fibre-reinforced polymer reinforcing bars
AutorEnes Krasniqi
AutorDomagoj Damjanović
AutorNaser Kabashi
UrednikNina Štirmer
Autorova ustanovaSveučilište u Zagrebu
Građevinski fakultet
Znanstveno / umjetničko
područje, polje i grana		TEHNIČKE ZNANOSTI
Građevinarstvo
Sažetak (engleski)
There are several reasons why civil and structural engineers may need to use FRP reinforcement (fibre reinforced polymer) in concrete. The primary reason is durability, but other reasons include electromagnetic neutrality, high strength, and lightweight. The use of fibre-reinforced polymer composites, as replacement for steel reinforcement in concrete structures, is a widespread practice in many countries. The unique characteristic of FRP as a material not susceptible to corrosion makes it particularly suitable in a variety of situations. Due to generally low elastic modulus and poor bond, the use of FRP results in larger crack widths, especially when beams are reinforced with GFRP bars. The aim of this research is to use fibre-reinforced concrete (FRC) in order to reduce crack widths. The paper provides results for 16 beams (three samples per set for GFRP and two samples per set for steel reinforcement) tested under four point bending. Based on the applied methodology, the existing codes are reviewed, compared and modified, so as to enable their calibration in accordance with appropriate results.
Ključne riječi (engleski)
Jezikengleski
Vrsta publikacijeZnanstveni rad - Izvorni znanstveni rad
Status objaveObjavljen
Vrsta recenzijeRecenziran - domaća recenzija
Verzija publikacijeObjavljena verzija rada (izdavačev PDF)
Naslov zbornika6th Symposium on Doctoral Studies in Civil Engineering
Brojčani podacistr. 175-187
ISBN978-953-8168-42-0
DOIhttps://doi.org/10.5592/CO/PhDSym.2020
URN:NBNurn:nbn:hr:237:608767
Datum objave publikacije2020
SkupNaziv: 6. simpozij doktorskog studija građevinarstva 2020
Lokacija: ZAGREB, Hrvatska
Datum početka: 2020-09-07
Datum završetka: 2020-09-08
Vrsta izlaganja: Predavanje
Vrsta resursaTekst
IzdavačSveučilište u Zagrebu, Građevinski fakultet
Mjesto izdavanjaZagreb
Prava pristupaOtvoreni pristup
Uvjeti korištenjaIkona licence Zaštićeno autorskim pravom.
Datum i vrijeme pohrane2024-08-25 14:59:31