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

Institutional repository: Repository of the Faculty of Civil Engineering, University of Zagreb

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Krasniqi, E., Damjanović, D. & Kabashi, N. (2020). Flexural cracks in fibre-reinforced concrete beams with fibre-reinforced polymer reinforcing bars. In N. Štirmer, (Ed.), 6th Symposium on Doctoral Studies in Civil Engineering (pp. 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, edited by Nina Štirmer, Sveučilište u Zagrebu, Građevinski fakultet, 2020, pp. 175-187. https://urn.nsk.hr/urn:nbn:hr:237:608767

Krasniqi, Enes, Domagoj Damjanović and Naser Kabashi. "Flexural cracks in fibre-reinforced concrete beams with fibre-reinforced polymer reinforcing bars." In 6th Symposium on Doctoral Studies in Civil Engineering, 175-187. Zagreb: Sveučilište u Zagrebu, Građevinski fakultet, 2020. Accessed 2024 December 26. https://urn.nsk.hr/urn:nbn:hr:237:608767

Krasniqi, E., Damjanović, D. and Kabashi, N. (2020) 'Flexural cracks in fibre-reinforced concrete beams with fibre-reinforced polymer reinforcing bars', in Štirmer, N. (ed.), 6th Symposium on Doctoral Studies in Civil Engineering, Sveučilište u Zagrebu, Građevinski fakultet, Zagreb, pp. 175-187. Available at: https://urn.nsk.hr/urn:nbn:hr:237:608767 (Accessed 26 December 2024)

Krasniqi E, Damjanović D, Kabashi N. Flexural cracks in fibre-reinforced concrete beams with fibre-reinforced polymer reinforcing bars. In: N. Štirmer, ed. 6th Symposium on Doctoral Studies in Civil Engineering. Zagreb: Sveučilište u Zagrebu, Građevinski fakultet; 2020. Pp. 175-187. [cited 2024 December 26] Available at: https://urn.nsk.hr/urn:nbn:hr:237:608767

E. Krasniqi, D. Damjanović and 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, Ed. Zagreb: Sveučilište u Zagrebu, Građevinski fakultet, 2020. [Online] Available at: https://urn.nsk.hr/urn:nbn:hr:237:608767 [Accessed: 26 December 2024]

Metadata
Title (english)Flexural cracks in fibre-reinforced concrete beams with fibre-reinforced polymer reinforcing bars
AuthorEnes Krasniqi
AuthorDomagoj Damjanović
AuthorNaser Kabashi
EditorNina Štirmer
Author's institutionUniversity of Zagreb
Faculty of Civil Engineering
Scientific / art field,
discipline and subdiscipline		TECHNICAL SCIENCES
Civil Engineering
Abstract (english)
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.
Keywords (english)
Languageenglish
Publication typeScientific paper - Original scientific paper
Publication statusPublished
Peer reviewPeer review - domestic
Publication versionPublished version
Publication title6th Symposium on Doctoral Studies in Civil Engineering
Numberingpp. 175-187
ISBN978-953-8168-42-0
DOIhttps://doi.org/10.5592/CO/PhDSym.2020
URN:NBNurn:nbn:hr:237:608767
Publication2020
ConferenceTitle: 6. simpozij doktorskog studija građevinarstva 2020
Location: ZAGREB, Croatia
Start date: 2020-09-07
End date: 2020-09-08
Assembly type: Lecture
Type of resourceText
PublisherSveučilište u Zagrebu, Građevinski fakultet
Publishing placeZagreb
Access conditionsOpen access
Terms of useLicence In copyright icon
Created on2024-08-25 14:59:31