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Znanstveni rad - Ostalo
Meso Scale Model for Fiber-Reinforced-Concrete: Microplane Based Approach
Computers and Concrete, 19 (2017), 4; 375-385. https://doi.org/10.12989/cac.2017.19.4.375
Smolčić, Željko; Ožbolt, Joško

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Smolčić, Ž. i Ožbolt, J. (2017). Meso Scale Model for Fiber-Reinforced-Concrete: Microplane Based Approach. Computers and Concrete, 19. (4), 375-385. doi: 10.12989/cac.2017.19.4.375

Smolčić, Željko i Joško Ožbolt. "Meso Scale Model for Fiber-Reinforced-Concrete: Microplane Based Approach." Computers and Concrete, vol. 19, br. 4, 2017, str. 375-385. https://doi.org/10.12989/cac.2017.19.4.375

Smolčić, Željko i Joško Ožbolt. "Meso Scale Model for Fiber-Reinforced-Concrete: Microplane Based Approach." Computers and Concrete 19, br. 4 (2017): 375-385. https://doi.org/10.12989/cac.2017.19.4.375

Smolčić, Ž. i Ožbolt, J. (2017) 'Meso Scale Model for Fiber-Reinforced-Concrete: Microplane Based Approach', Computers and Concrete, 19(4), str. 375-385. doi: 10.12989/cac.2017.19.4.375

Smolčić Ž, Ožbolt J. Meso Scale Model for Fiber-Reinforced-Concrete: Microplane Based Approach. Computers and Concrete [Internet]. 04.2017. [pristupljeno 09.11.2024.];19(4):375-385. doi: 10.12989/cac.2017.19.4.375

Ž. Smolčić i J. Ožbolt, "Meso Scale Model for Fiber-Reinforced-Concrete: Microplane Based Approach", Computers and Concrete, vol. 19, br. 4, str. 375-385, Travanj 2017. [Online]. Dostupno na: https://urn.nsk.hr/urn:nbn:hr:157:576976. [Citirano: 09.11.2024.]

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Podaci o radu
Naslov (engleski)Meso Scale Model for Fiber-Reinforced-Concrete: Microplane Based Approach
AutorŽeljko Smolčić
AutorJoško Ožbolt
MBZ: 89560
Autorova ustanovaSveučilište u Rijeci
Građevinski fakultet
Znanstveno / umjetničko
područje, polje i grana		TEHNIČKE ZNANOSTI
Građevinarstvo
Nosive konstrukcije
Sažetak (engleski)
In the present paper experimental and numerical analysis of hook-ended steel fiber reinforced concrete is carried out. The experimental tests are performed on notched beams loaded in 3-point bending using fiber volume fractions up to 1.5 %. The numerical analysis of fiber reinforced concrete beams is performed at meso scale. The concrete is discretized with 3D solid finite elements and microplane model is used as a constitutive law. The fibers are modelled by randomly generated 1D truss finite elements, which are connected with concrete matrix by discrete bond-slip relationship. It is demonstrated that the presented approach, which is based on the modelling of concrete matrix using microplane model, able to realistically replicate experimental results. In all investigated cases failure is due to the pull-out of fibers. It is shown that with increase of volume content of fibers the effective bond strength and slip capacity of fibers decreases.
Ključne riječi (engleski)
Jezikengleski
Vrsta publikacijeZnanstveni rad - Ostalo
Status objaveObjavljen
Vrsta recenzijeRecenziran
Verzija publikacijeZavršna verzija rukopisa prihvaćena za objavljivanje (postprint)
Naslov časopisaComputers and Concrete
Brojčani podacivol. 19, br. 4, str. 375-385
p-ISSN1598-8198
e-ISSN1598-818X
DOIhttps://doi.org/10.12989/cac.2017.19.4.375
URN:NBNurn:nbn:hr:157:576976
Datum objave elektroničkog izdanja2017-04
Vrsta resursaTekst
Prava pristupaOtvoreni pristup
Uvjeti korištenjaIkona licence Imenovanje-Nekomercijalno-Bez prerada 4.0 međunarodna (CC BY-NC-ND 4.0)
Datum i vrijeme pohrane2023-09-05 12:02:43