prikaz prve stranice dokumenta Layered model of crack growth in concrete beams in bending
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Scientific paper - Original scientific paper
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. & 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, pp. 134-139. https://doi.org/10.1016/j.prostr.2021.03.022

Kožar, I., N. Bede, S. Mrakovčić and 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, pp. 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 [cited 2025 April 06];31:134-139. doi: 10.1016/j.prostr.2021.03.022

I. Kožar, N. Bede, S. Mrakovčić and Ž. Božić, "Layered model of crack growth in concrete beams in bending", Procedia Structural Integrity, vol. 31, pp. 134-139, 2021. [Online]. Available at: https://urn.nsk.hr/urn:nbn:hr:157:340842. [Accessed: 06 April 2025]

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Title (english)Layered model of crack growth in concrete beams in bending
AuthorI. Kožar
AuthorN. Bede
AuthorS. Mrakovčić
AuthorŽ. Božić
Author's institutionUniversity of Rijeka
Faculty of Civil Engineering
Scientific / art field,
discipline and subdiscipline		TECHNICAL SCIENCES
Civil Engineering
Abstract (english)
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).
Keywords (english)
Languageenglish
Publication typeScientific paper - Original scientific paper
Publication statusPublished
Peer reviewPeer review - international
Publication versionPublished version
Journal titleProcedia Structural Integrity
Numberingvol. 31, pp. 134-139
p-ISSN2452-3216
DOIhttps://doi.org/10.1016/j.prostr.2021.03.022
URN:NBNurn:nbn:hr:157:340842
Publication2021
ProjectNumber: KK.01.1.1.04.0056
Title (croatian): Zaštita cjelovitosti konstrukcija u energetici i transportu
Title (english): Structural Health Protection in Energy and Transport Systems
Acronym: ZaCjel
Leader: Mario Vašak
Jurisdiction: eu
ProjectNumber: IP-2019-04-7926
Title (croatian): Razdvajanje uticaja parametara u inžinjerskom modeliranju s parametarskom identifikacijom
Title (english): Separation of Parameter Influence in Engineering Modelling and Parameter Identification
Acronym: SEPAEMPI
Leader: Ivica Kožar
Jurisdiction: Croatia
Document URLhttps://linkinghub.elsevier.com/retrieve/pii/S245232162100024X
Type of resourceText
Access conditionsOpen access
Terms of useLicence Attribution-NonCommercial-NoDerivatives 4.0 International (CC BY-NC-ND 4.0) icon
Created on2025-04-04 12:46:17