prikaz prve stranice dokumenta A Simple Model for Inverse Estimation from Three-point Bending Tests
  Preuzmi
PDF 987.98 KB
Znanstveni rad - Izvorni znanstveni rad
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

Citirajte ovaj rad

Kožar, I., Sulovsky, T. i 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, str. 185-189. https://doi.org/10.1016/j.prostr.2023.07.010

Kožar, Ivica, Tea Sulovsky i 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. i Plovanić, M. (2023) 'A Simple Model for Inverse Estimation from Three-point Bending Tests', Procedia Structural Integrity, 47, str. 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. [pristupljeno 12.04.2024.];47:185-189. doi: 10.1016/j.prostr.2023.07.010

I. Kožar, T. Sulovsky i M. Plovanić, "A Simple Model for Inverse Estimation from Three-point Bending Tests", Procedia Structural Integrity, vol. 47, str. 185-189, 2023. [Online]. Dostupno na: https://urn.nsk.hr/urn:nbn:hr:157:264127. [Citirano: 12.04.2024.]

Za citiranje koristite ovu mrežnu adresu: https://urn.nsk.hr/urn:nbn:hr:157:264127
Prijavite se u repozitorij kako biste mogli spremiti objekt u svoju listu.
Podaci o radu
Naslov (engleski)A Simple Model for Inverse Estimation from Three-point Bending Tests
AutorIvica Kožar
MBZ: 146206
AutorTea Sulovsky
MBZ: 392860
AutorMarina Plovanić
MBZ: 392856
Autorova ustanovaSveučilište u Rijeci
Građevinski fakultet
Znanstveno / umjetničko
područje, polje i grana		TEHNIČKE ZNANOSTI
Građevinarstvo
Znanstveno / umjetničko
područje, polje i grana		TEHNIČKE ZNANOSTI
Temeljne tehničke znanosti
Sažetak (engleski)
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.
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. 47, str. 185-189
p-ISSN2452-3216
DOIhttps://doi.org/10.1016/j.prostr.2023.07.010
URN:NBNurn:nbn:hr:157:264127
Datum objave publikacije2023
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: HRZZ
Linija financiranja: IP
URL dokumentahttps://linkinghub.elsevier.com/retrieve/pii/S2452321623004109
Vrsta resursaTekst
Prava pristupaOtvoreni pristup
Uvjeti korištenjaIkona licence Imenovanje-Nekomercijalno-Bez prerada 4.0 međunarodna (CC BY-NC-ND 4.0)
Datum i vrijeme pohrane2023-10-31 09:06:15