prikaz prve stranice dokumenta Round-Robin Modelling of the Load-bearing Capacity of Slender Columns by Using Classical and Advanced Non-linear Numerical and Analytical Prediction Tools
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Scientific paper - Original scientific paper
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, pp. 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, pp. 1-18. doi: 10.1080/10168664.2020.1740069

Strauss A, Mandić Ivanković A, Benko V, Matos J, Marchand P, Wan Wendner R, and 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 [cited 2024 October 02];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, pp. 1-18, 2021. [Online]. Available at: https://urn.nsk.hr/urn:nbn:hr:237:653781. [Accessed: 02 October 2024]

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Title (english)Round-Robin Modelling of the Load-bearing Capacity of Slender Columns by Using Classical and Advanced Non-linear Numerical and Analytical Prediction Tools
AuthorAlfred Strauss
AuthorAna Mandić Ivanković
AuthorVladimir Benko
AuthorJosé Matos
AuthorPierre Marchand
AuthorRoman Wan-Wendner
AuthorNeryvaldo Galvão
AuthorAndré Orcesi
AuthorJakub Dobrý
AuthorMohammad El Hajj Diab
AuthorKrešimir Ninčević
AuthorMichael Hauser
AuthorMladen Srbić
AuthorDominik Skokandić
Author's institutionUniversity of Zagreb
Faculty of Civil Engineering
Scientific / art field,
discipline and subdiscipline		TECHNICAL SCIENCES
Civil Engineering
Abstract (english)
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 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.
Keywords (english)
Languageenglish
Publication typeScientific paper - Original scientific paper
Publication statusPublished
Peer reviewPeer review - international
Publication versionPublished version
Journal titleStructural engineering international
Numberingvol. 1, pp. 1-18
e-ISSN1016-8664
DOIhttps://doi.org/10.1080/10168664.2020.1740069
URN:NBNurn:nbn:hr:237:653781
Publication2021
Type of resourceText
Access conditionsOpen access
Terms of useLicence In copyright icon
Created on2024-09-04 13:42:23