prikaz prve stranice dokumenta Layered model of crack growth in concrete beams in bending
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Layered model of crack growth in concrete beams in bending
Procedia Structural Integrity, 31 (2021); 134-139. https://doi.org/10.1016/j.prostr.2021.03.022
Kožar, I.; Bede, N.; Mrakovčić, S.; Božić, Ž.

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Kožar, I., Bede, N., Mrakovčić, S. i Božić, Ž. (2021). Layered model of crack growth in concrete beams in bending. Procedia Structural Integrity, 31., 134-139. doi: 10.1016/j.prostr.2021.03.022

Kožar, I., et al. "Layered model of crack growth in concrete beams in bending." Procedia Structural Integrity, vol. 31, 2021, str. 134-139. https://doi.org/10.1016/j.prostr.2021.03.022

Kožar, I., N. Bede, S. Mrakovčić i Ž. Božić. "Layered model of crack growth in concrete beams in bending." Procedia Structural Integrity 31 (2021): 134-139. https://doi.org/10.1016/j.prostr.2021.03.022

Kožar, I., et al. (2021) 'Layered model of crack growth in concrete beams in bending', Procedia Structural Integrity, 31, str. 134-139. doi: 10.1016/j.prostr.2021.03.022

Kožar I, Bede N, Mrakovčić S, Božić Ž. Layered model of crack growth in concrete beams in bending. Procedia Structural Integrity [Internet]. 2021. [pristupljeno 06.04.2025.];31:134-139. doi: 10.1016/j.prostr.2021.03.022

I. Kožar, N. Bede, S. Mrakovčić i Ž. Božić, "Layered model of crack growth in concrete beams in bending", Procedia Structural Integrity, vol. 31, str. 134-139, 2021. [Online]. Dostupno na: https://urn.nsk.hr/urn:nbn:hr:157:340842. [Citirano: 06.04.2025.]

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Podaci o radu
Naslov (engleski)Layered model of crack growth in concrete beams in bending
AutorI. Kožar
AutorN. Bede
AutorS. Mrakovčić
AutorŽ. Božić
Autorova ustanovaSveučilište u Rijeci
Građevinski fakultet
Znanstveno / umjetničko
područje, polje i grana		TEHNIČKE ZNANOSTI
Građevinarstvo
Sažetak (engleski)
Fracture properties of various types of concrete, like plain or fiber reinforced concrete are determined in 3-point bending experiments resulting in a force-displacement diagram. Standard properties of concrete are then determined using technical norms. However, post-peak behavior of concrete, including crack propagation, cannot be described using standard properties. Authors are developing nonlinear, stochastically based material model for concrete to describe post-peak concrete behavior together with crack propagation. One of the most desirable properties of the model is its suitability for later in-verse analysis and parameter determination. Model is based on moment – curvature (m-κ) relation and layered approach to discretization. In this work, we are presenting the basic properties of the model and its ability to capture the phenomena of interest (proof of concept).
Ključne riječi (engleski)
Jezikengleski
Vrsta publikacijeZnanstveni rad - Izvorni znanstveni rad
Status objaveObjavljen
Vrsta recenzijeRecenziran - međunarodna recenzija
Verzija publikacijeObjavljena verzija rada (izdavačev PDF)
Naslov časopisaProcedia Structural Integrity
Brojčani podacivol. 31, str. 134-139
p-ISSN2452-3216
DOIhttps://doi.org/10.1016/j.prostr.2021.03.022
URN:NBNurn:nbn:hr:157:340842
Datum objave publikacije2021
ProjektŠifra: KK.01.1.1.04.0056
Naziv (hrvatski): Zaštita cjelovitosti konstrukcija u energetici i transportu
Naziv (engleski): Structural Health Protection in Energy and Transport Systems
Kratica: ZaCjel
Voditelj: Mario Vašak
Pravna nadležnost: eu
Financijer: Europska unija
ProjektŠifra: IP-2019-04-7926
Naziv (hrvatski): Razdvajanje uticaja parametara u inžinjerskom modeliranju s parametarskom identifikacijom
Naziv (engleski): Separation of Parameter Influence in Engineering Modelling and Parameter Identification
Kratica: SEPAEMPI
Voditelj: Ivica Kožar
Pravna nadležnost: Hrvatska
Financijer: Hrvatska zaklada za znanost
URL dokumentahttps://linkinghub.elsevier.com/retrieve/pii/S245232162100024X
Vrsta resursaTekst
Prava pristupaOtvoreni pristup
Uvjeti korištenjaIkona licence Imenovanje-Nekomercijalno-Bez prerada 4.0 međunarodna (CC BY-NC-ND 4.0)
Datum i vrijeme pohrane2025-04-04 12:46:17