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Scientific paper - Original scientific paper
A Simple Model for Inverse Estimation from Three-point Bending Tests
Procedia Structural Integrity, 47 (2023); 185-189. https://doi.org/10.1016/j.prostr.2023.07.010
Kožar, Ivica; Sulovsky, Tea; Plovanić, Marina

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Kožar, I., Sulovsky, T. & Plovanić, M. (2023). A Simple Model for Inverse Estimation from Three-point Bending Tests. Procedia Structural Integrity, 47., 185-189. doi: 10.1016/j.prostr.2023.07.010

Kožar, Ivica, et al. "A Simple Model for Inverse Estimation from Three-point Bending Tests." Procedia Structural Integrity, vol. 47, 2023, pp. 185-189. https://doi.org/10.1016/j.prostr.2023.07.010

Kožar, Ivica, Tea Sulovsky and Marina Plovanić. "A Simple Model for Inverse Estimation from Three-point Bending Tests." Procedia Structural Integrity 47 (2023): 185-189. https://doi.org/10.1016/j.prostr.2023.07.010

Kožar, I., Sulovsky, T. and Plovanić, M. (2023) 'A Simple Model for Inverse Estimation from Three-point Bending Tests', Procedia Structural Integrity, 47, pp. 185-189. doi: 10.1016/j.prostr.2023.07.010

Kožar I, Sulovsky T, Plovanić M. A Simple Model for Inverse Estimation from Three-point Bending Tests. Procedia Structural Integrity [Internet]. 2023 [cited 2024 May 07];47:185-189. doi: 10.1016/j.prostr.2023.07.010

I. Kožar, T. Sulovsky and M. Plovanić, "A Simple Model for Inverse Estimation from Three-point Bending Tests", Procedia Structural Integrity, vol. 47, pp. 185-189, 2023. [Online]. Available at: https://urn.nsk.hr/urn:nbn:hr:157:264127. [Accessed: 07 May 2024]

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Metadata
Title (english)A Simple Model for Inverse Estimation from Three-point Bending Tests
AuthorIvica Kožar
MBZ: 146206
AuthorTea Sulovsky
MBZ: 392860
AuthorMarina Plovanić
MBZ: 392856
Author's institutionUniversity of Rijeka
Faculty of Civil Engineering
Scientific / art field,
discipline and subdiscipline		TECHNICAL SCIENCES
Civil Engineering
Scientific / art field,
discipline and subdiscipline		TECHNICAL SCIENCES
Basic Technical Sciences
Abstract (english)
The three-point bending test is used to determine the bending stiffness of materials and is a common task in civil engineering. Laboratory experiments provide us with a large amount of data, especially if the test is continued after peak loading. This allows us to determine additional material properties beyond those required by the standards. In this case, estimating properties and parameters from measurements becomes increasingly important. It is necessary to link the measured data to a mathematical model that must make the appropriate connections between the data and the model parameters. The novel numerical model contains a parameter that is determined using an inverse analysis, which is described in this paper. The validity of the model is confirmed by comparing the measured data and the calculated values.
Keywords (english)
Languageenglish
Publication typeScientific paper - Original scientific paper
Publication statusPublished
Peer reviewPeer review - international
Publication versionPublished version
Journal titleProcedia Structural Integrity
Numberingvol. 47, pp. 185-189
p-ISSN2452-3216
DOIhttps://doi.org/10.1016/j.prostr.2023.07.010
URN:NBNurn:nbn:hr:157:264127
Publication2023
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
Funding stream: IP
Document URLhttps://linkinghub.elsevier.com/retrieve/pii/S2452321623004109
Type of resourceText
Access conditionsOpen access
Terms of useLicence Attribution-NonCommercial-NoDerivatives 4.0 International (CC BY-NC-ND 4.0) icon
Created on2023-10-31 09:06:15