prikaz prve stranice dokumenta Numerical simulation of reinforced concrete structures under impact loading
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Numerical simulation of reinforced concrete structures under impact loading
Materialwissenschaft und Werkstofftechnik, 50 (2019), 5; 599-610. https://doi.org/10.1002/mawe.201800181
Živaljić, Nikolina; Nikolić, Željana; Smoljanović, Hrvoje; Munjiza, Ante

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Živaljić, N., Nikolić, Ž., Smoljanović, H. i Munjiza, A. (2019). Numerical simulation of reinforced concrete structures under impact loading. Materialwissenschaft und Werkstofftechnik, 50. (5), 599-610. doi: 10.1002/mawe.201800181

Živaljić, Nikolina, et al. "Numerical simulation of reinforced concrete structures under impact loading." Materialwissenschaft und Werkstofftechnik, vol. 50, br. 5, 2019, str. 599-610. https://doi.org/10.1002/mawe.201800181

Živaljić, Nikolina, Željana Nikolić, Hrvoje Smoljanović i Ante Munjiza. "Numerical simulation of reinforced concrete structures under impact loading." Materialwissenschaft und Werkstofftechnik 50, br. 5 (2019): 599-610. https://doi.org/10.1002/mawe.201800181

Živaljić, N., et al. (2019) 'Numerical simulation of reinforced concrete structures under impact loading', Materialwissenschaft und Werkstofftechnik, 50(5), str. 599-610. doi: 10.1002/mawe.201800181

Živaljić N, Nikolić Ž, Smoljanović H, Munjiza A. Numerical simulation of reinforced concrete structures under impact loading. Materialwissenschaft und Werkstofftechnik [Internet]. 2019. [pristupljeno 04.12.2024.];50(5):599-610. doi: 10.1002/mawe.201800181

N. Živaljić, Ž. Nikolić, H. Smoljanović i A. Munjiza, "Numerical simulation of reinforced concrete structures under impact loading", Materialwissenschaft und Werkstofftechnik, vol. 50, br. 5, str. 599-610, 2019. [Online]. Dostupno na: https://urn.nsk.hr/urn:nbn:hr:123:637560. [Citirano: 04.12.2024.]

Za citiranje koristite ovu mrežnu adresu: https://urn.nsk.hr/urn:nbn:hr:123:637560
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Podaci o radu
Naslov (engleski)Numerical simulation of reinforced concrete structures under impact loading
AutorNikolina Živaljić
AutorŽeljana Nikolić
AutorHrvoje Smoljanović
AutorAnte Munjiza
Autorova ustanovaSveučilište u Splitu
Fakultet građevinarstva, arhitekture i geodezije
(Katedra za teoriju konstrukcija)
Znanstveno / umjetničko
područje, polje i grana		TEHNIČKE ZNANOSTI
Građevinarstvo
Nosive konstrukcije
Sažetak (engleski)
This study presents the performance of a combined finite-discrete element method for prediction of the structural response of reinforced concrete beams under impact loading. A combination of finite and discrete element methods enables the modelling of the concrete and the reinforcement before the concrete cracking, as well as a discontinuous nature of the concrete caused by fracture and fragmentation under high impact loading. Discretisation of the concrete with triangular finite elements is coupled with one-dimensional reinforcing bars embedded inside the concrete finite elements. The cracking in the concrete activates the joint elements used to simulate the non-linear behaviour of both concrete and reinforcement. Numerical analysis based on experimental test data has been carried out to simulate the main features of the reinforced concrete beams impacted by free-falling drop-weights. A high level of accuracy was demonstrated in various comparisons between the experimental tests and the analysis results, including peak displacement, crack pattern, damage level and failure modes of reinforced concrete beams.
Ključne riječi (engleski)
Jezikengleski
Vrsta publikacijeZnanstveni rad - Izvorni znanstveni rad
Status objaveObjavljen
Vrsta recenzijeRecenziran - međunarodna recenzija
Verzija publikacijeObjavljena verzija rada (izdavačev PDF)
Naslov časopisaMaterialwissenschaft und Werkstofftechnik
Brojčani podacivol. 50, br. 5, str. 599-610
p-ISSN0933-5137
e-ISSN1521-4052
DOIhttps://doi.org/10.1002/mawe.201800181
URN:NBNurn:nbn:hr:123:637560
Datum objave publikacije2019
ProjektŠifra: HRZZ-IP-2014-09-2319
Naziv (engleski): Development of numerical models for reinforced-concrete and stone masonry structures under seismic loading based on discrete cracks
Naziv (hrvatski): Razvoj numeričkih modela armirano-betonskih i kamenih zidanih konstrukcija izloženih potresnom opterećenju zasnovanih na diskretnim pukotinama
Kratica: SeismoNuMod
Voditelj: Željana Nikolić
Pravna nadležnost: Hrvatska
Financijer: HRZZ
Linija financiranja: IP
URL dokumentahttps://onlinelibrary.wiley.com/doi/full/10.1002/mawe.201800181
Vrsta resursaTekst
Prava pristupaOtvoreni pristup
Uvjeti korištenjaIkona licence Imenovanje 4.0 međunarodna (CC BY 4.0)
Datum i vrijeme pohrane2021-11-09 12:18:37