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Round-Robin Modelling of the Load-bearing Capacity of Slender Columns by Using Classical and Advanced Non-linear Numerical and Analytical Prediction Tools
Structural engineering international, 1 (2021); 1-18. https://doi.org/10.1080/10168664.2020.1740069
Strauss, Alfred; Mandić Ivanković, Ana; Benko, Vladimir; Matos, José; Marchand, Pierre; Wan-Wendner, Roman; Galvão, Neryvaldo; Orcesi, André; Dobrý, Jakub; El Hajj Diab, Mohammad; Ninčević, Krešimir; Hauser, Michael; Srbić, Mladen; Skokandić, Dominik

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Strauss, A., Mandić Ivanković, A., Benko, V., Matos, J., Marchand, P., Wan Wendner, R. ... Skokandić, D. (2021). Round-Robin Modelling of the Load-bearing Capacity of Slender Columns by Using Classical and Advanced Non-linear Numerical and Analytical Prediction Tools. Structural engineering international, 1., 1-18. doi: 10.1080/10168664.2020.1740069

Strauss, Alfred, et al. "Round-Robin Modelling of the Load-bearing Capacity of Slender Columns by Using Classical and Advanced Non-linear Numerical and Analytical Prediction Tools." Structural engineering international, vol. 1, 2021, str. 1-18. https://doi.org/10.1080/10168664.2020.1740069

Strauss, Alfred, Ana Mandić Ivanković, Vladimir Benko, José Matos, Pierre Marchand, Roman Wan Wendner, Neryvaldo Galvão, et al. "Round-Robin Modelling of the Load-bearing Capacity of Slender Columns by Using Classical and Advanced Non-linear Numerical and Analytical Prediction Tools." Structural engineering international 1 (2021): 1-18. https://doi.org/10.1080/10168664.2020.1740069

Strauss, A., et al. (2021) 'Round-Robin Modelling of the Load-bearing Capacity of Slender Columns by Using Classical and Advanced Non-linear Numerical and Analytical Prediction Tools', Structural engineering international, 1, str. 1-18. doi: 10.1080/10168664.2020.1740069

Strauss A, Mandić Ivanković A, Benko V, Matos J, Marchand P, Wan Wendner R, i sur.. Round-Robin Modelling of the Load-bearing Capacity of Slender Columns by Using Classical and Advanced Non-linear Numerical and Analytical Prediction Tools. Structural engineering international [Internet]. 2021. [pristupljeno 26.02.2025.];1:1-18. doi: 10.1080/10168664.2020.1740069

A. Strauss, et al., "Round-Robin Modelling of the Load-bearing Capacity of Slender Columns by Using Classical and Advanced Non-linear Numerical and Analytical Prediction Tools", Structural engineering international, vol. 1, str. 1-18, 2021. [Online]. Dostupno na: https://urn.nsk.hr/urn:nbn:hr:237:653781. [Citirano: 26.02.2025.]

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Podaci o radu
Naslov (engleski)Round-Robin Modelling of the Load-bearing Capacity of Slender Columns by Using Classical and Advanced Non-linear Numerical and Analytical Prediction Tools
AutorAlfred Strauss
AutorAna Mandić Ivanković
AutorVladimir Benko
AutorJosé Matos
AutorPierre Marchand
AutorRoman Wan-Wendner
AutorNeryvaldo Galvão
AutorAndré Orcesi
AutorJakub Dobrý
AutorMohammad El Hajj Diab
AutorKrešimir Ninčević
AutorMichael Hauser
AutorMladen Srbić
AutorDominik Skokandić
Autorova ustanovaSveučilište u Zagrebu
Građevinski fakultet
Znanstveno / umjetničko
područje, polje i grana		TEHNIČKE ZNANOSTI
Građevinarstvo
Sažetak (engleski)
Non-linear finite element analyses have intrinsic model and user factors that influence the results of the analyses. However, non-linear finite element analysis can provide a tool to assess safety using realistic descriptions of material behaviour with actual material properties. A realistic estimation of the existing safety and capacity of slender column elements can be achieved by means of “true” material properties. Nevertheless, it seems that for some structural components, such as slender... Više columns, non-linear finite element analyses can, due to its complexity and its various setting parameters, cause the risk of overestimating the real performance of analysed components or systems. Hence, an invited expert group has carried out an investigation into the experimental testing and the prediction of the bearing capacity of slender columns by performing independent non-linear finite element analyses in order to determine the practical applicability, and its inconsistencies, with respect to the stability failure of slender columns. This work aims the characterization of modelling uncertainties, concerning the prediction of slender columns stability when forecasted by non-linear finite element analysis. Sakrij dio sažetka
Ključne riječi (engleski)
Jezikengleski
Vrsta publikacijeZnanstveni rad - Izvorni znanstveni rad
Status objaveObjavljen
Vrsta recenzijeRecenziran - međunarodna recenzija
Verzija publikacijeObjavljena verzija rada (izdavačev PDF)
Naslov časopisaStructural engineering international
Brojčani podacivol. 1, str. 1-18
e-ISSN1016-8664
DOIhttps://doi.org/10.1080/10168664.2020.1740069
URN:NBNurn:nbn:hr:237:653781
Datum objave publikacije2021
Vrsta resursaTekst
Prava pristupaOtvoreni pristup
Uvjeti korištenjaIkona licence Zaštićeno autorskim pravom.
Datum i vrijeme pohrane2024-09-04 13:42:23
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